Loading...
HomeMy WebLinkAboutCentury Professional Plaza 39563RIEGLER • ORR ASSOCIATES 4921 OLEANDER AVENUE; FORT PIERCE, FLORIDA ARCHITECTS • PLANNERS January 15, 1986�r as h Mr. Danny Lapore`. Chief Building Inspector`_4 St. Lucie County Building Dept 2300 Virginia Avenue, , as" Ft. Pierce, FL 33482-5652 RE: Century Professional Plaza Danny: Listed below are our responses to the Fire Prevention Bureau items of questions R 1. Fire line and risers are shown on Drawing M-1 of 4 and not on Drawing SD-2. 2. Building has access on all four sides as shown on all Site Drawings. ° 3. The fire hydrant shown on Drawing SD-2 will be maintained by General Development Utilities._ 4. As per the Specificationsstandpipes shall comply with all NFPA regulations which will be verified to the Fire Marshal by way of Shop Drawings and submittals. 5. As per the Specifications, a complete set of Sprinkler Drawings must be submitted by the Sprinkler Contractor to the Fire and Building Officials prior to construction of that system. 6. Emergency lighting for corridors and lobbies is incorporated in fixtures B and H as per the Lighting Fixture Schedule. 7. The Plans and Specifications show B label doors to be one and one-half hour fire rated. Refer to Specification Section 082, page 2. S. The fire system ennuciator panel will be located at the face of the elevator wall in the lobby as per Drawing E-3 of 4. 9. The sprinkler and alarm system shall be monitored by an approved central monitoring station as per the note on Drawing E-4 of 4. 10. As shown on the Drawings and Specifications all fire rated doors and openings will have self closing mechanisms. See Specification Section 084, page 10. Please let us know if this adequately addresses, all questions for this Project. Sincerely, RIEGILR-ORR ASSOCIATES :�,� _;1'(04vY � Wendell F. Orr,✓Jr. Architect Enclosures: Three complete sets of P WFO:j Applicant STAT', OF FLORIDA ENT OF HEALTH*AND�'DEH ABILITATIVEEF SERVICES 1GE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT Authority: Chapter 381, FS Chapter 10D-6, FAC Permit Number_ PART I -SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTMN APPROVAL— . Treatman4 Tank Septic tank or . Grease G aerobic unit gallons interceptor gallons Septic tank or aerobic uni4 gallons 3raywater tank gallons _aundry waste tank _ gallons )they Requirements: Dosing tank gallons ij4inima➢m Draintrench OR, size V Square Feet Square Feet Square Feet Square Feet Minimum Absur „; ]- n Bed Size a) installation must be in accord with requirements of chapter 10b-6, FAG. b) A system construction permit is valid for a period of one calendar year from date of issue. c) Final installation inspection and approval is required before the system is covered. d) Invert of stub -out for _ to be Invert of stub -out for _ to be Invert of stub -out for to be Invert of stub -out for to be e) Fill quality and Other: r. Public Health Unit Note: Completed copies of this form will be provided to the applica %UDITCONTROL NO. 14895 1 Square Feet Square Feet Square Feet Square Feet benchmark. _ benchmark. benchmark. benchmark. Date fir` 1RyH Form 401 F.. Fah fly (01)801 tee pradoua edldone which may not C used) BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 PLAN NUMBER #1309 DATE RECEIVED 1 /6/86 CONTRACTOR: Kirchman Construction Co. PHONE NUMBER: ARCHITECT: Riegler & Orr Assoc. PHONE NUMBER: OWNER: Century Professional Plaza (Mario Rodrigues % Marian Dohascimento) LOCATION: 7410 South U.S. #1 TYPE OF OCCUPANCY: Business/Mercantile TYPE OF CONSTRUCTION: SIZE OF BUILDING: 30.400 sq. ft. NUMBER OF FLOORS: II 4 REQUIREMENTS: TO COUNTY BUILDIMG OFFICIAL 1. Pa a S.D.-? Shows no water line enteringbuilding,for sprinkler riser or standpipes. MCI- 2. Pa a S.D.-2 shows onl access i;o two sides of buildin We require no less than �i Sr 3 sides Coif possible. -9 Fira hvdrAnt to be painted yellow if maintained by property owner. If maintained`by G.D.U. the hydrant- shall be red in color. 4, Stand i e shall com 1 with &111 #14 1-6.1.3 Class III service. vmi 'L - , C _ lb......i-+� e.+ nF enrinO ar nl.inc che11 he submitted by sprinkler contractor and approved b by the Building Department and this office before any work is begun on the job. ighttshal,l_ bs" 1.11 hour "B" labele m CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS M-N 7 DATE I --"- BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU i FORT PIERCE, FLORIDA TELEPHONE 465-6655 PLAN NUMBER #1309 DATE RECEIVED 1/6/86 CONTRACTOR: Kirchman construction PHONE NUMBER: _ ARCHITECT: Riegler & Orr Assoc. PHONE NUMBER: OWNER: Century Professional Plaza (Mario Rodrigues % Marian Dohasciemento) LOCATION: 7410 South U.S. #1 TYPE OF OCCUPANCY: Business/Mercantile TYPE OF CONSTRUCTION: II SIZE OF BUILDING: 30,400 sq. ft. NUMBER OF FLOORS: 4 REQUIREMENTS: TO COUNTY BUILDING OFFICIAL 10., Sprinkler -and alarm system shall be monitored_by an approved central monitoring station. 6�/�-"�,•N r� /7c_.� T�r� daG. �.¢ 11_ Plans returned for revisions. Revisions must be shown on Dlans. ?W,5V flk :. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY:JL�C.a_z� < DATE SIGNATURE 9 . -(3dSF 17 _ _ Rnctr R ,Id mq B. Oft!ce(LlmiCed Retail C. 111,881 sq. f t. - 2.57 Acres D. 30,409 5a otal Didq. 5q. Ft. 514. y \\ -Ty E rq , • rr S .�. Lb1lOi}.�:.9 , i ,,; , F V la'1Vt , ��' - i,E' v t.. \ a� ..r..__.. LY 'lIN ,. 1 ki i j 2 a n � r IN /s, , < / ( C i f. { 4 m / v IN , I � A porce! of land lying Fas!erly of and od}rcert to tt,r Fr"le, or Stole Road No. < (U.S. !!(thin' !.'a. f; f•, - Nar(henP! ( or 'eCrfwn 22, Townvhip ,Ir $nbfh, Ron r 4r, Cm,nt r, Fto,,da, mitre pn1tivvlor1v rr r-fh,f na folfn ro-w,;f COk"WNCE at the Sentthrnst M-111 or laid I aion0 the Fart tlne or then . tkr,(erty n!nnq a Ivte tho Sotlthe,IN !inr or M1,,tf Sect,o, ZZ n PF.GINN!NG of the parcel or 1c e beino ?Sn rert Fast of at r-rn r proposed Easterty- rfght of -way hr,'rtq 7F frrt fo,.t renter tine}; thence C"!,nue k dl+lance of 350 feel to the Fame ri7'•: 'r w.ot , ... thence run Narthwe lvriq atnnp r c,irr, No. ,`, a diatonce of Ffs rr.-f to , . „ Narlherty line, of Laid {p,.:^^ c run Southeoeterly par,,!W to the No. .5 a dis(nnce of Pt4.90 rref to t,,= LFSS AND EXCFATING TAEREFROV, the Nor, ;_ rr,• (InQtet jrom the North Ifne thereof), and also Lt 7 rhr,_, Measartd along 0<S. Iffghvay No. ) right-or-w,ay. ST. LUCIE COUNTY BUILDING DIVISION JttE1AE MSY_—DATE t�- =d---a '" PLANS & PERMIT MUST BE KEPT ON JOB t* nlstvcrtr{1ryA q,,1P, t PF F.AArtr .. I 2 � �J r'022 S rs..,; �.,4 F,f-°m` FLORIDA OF N. BOUND LANE 2 1/4" 6 1 1 ' a � � x \ PROPERTY i LINE \ s 9 4 7 i s iS r 1 , r \ r� \ ` a \ I 2 11/2 \ f IaTE- I II I TYPE 'C' \ \, w APPROX Waia:al- 2 tiJ l-FS \ `> 7 �� I I ll uSF 6212 `\ \`� sq �%� No.4 BARS i R� 'lC 1?EARiNC r vv / ! L') 12" CTRS. A 6 RAVELI ECT10N ` \ 2? —0" x i T YP'a 'CM' INLET vv 2 1/4 C� -T , 1 PLAN 1'1 s 350' S 890 58' 33" IF ~ \ N; c NLE T IT 0 8rz SET ON `v L1NDI,)TURPEs? GROUNO,OR THAT � C)"''[PACTLL-) TO 98% OF MAXIMUM \ D N aI , Y 1N ,ACC OR DANCE: WI rN T 1 TYPES ASP�G `E SF? t O T-- IE30 v ,. N TY—OPE$� Ii INLET t 0 � 1 D', �8`STABiLIZED SL6JriAJE�. _ Ic 4 I cc 3 COMPACTt. c,0l< LL c a-'�'T INDEX n1n o�ah ; , ,.:,. ,... „. .;.. ., -,,-- -yi va r o \ c Oo �. GRAVEL ir2" o IBEVELFO OR , �iSOD (ROUND CORNER'r7 - 6', .r,ri . 140S FI.LTt G i3 lx —KAISER 1800 PERFC 7 ALUMINUM PIPE PE.L ( ORATION FA.CI DOWN 00 1 , 2 OD'�� \ o: 12"MIN? ^\ — '• �"../'.. .....� .��.^!' �r ..^.. 1 .1.1•^r\^.!`.rv... �•—l- « it __ 3 \ ",`o °'o. o • o h LO 4 I CONCRE , E L hr RE!NPOtt�cO �' 'H —or•- WWF6xb AXE ry I TOP_ VIEW SINGLE PIPE_ S�,6. gP' =`...� ... ANCHOR -� �Ii fl��rli� i►�iii�1111 .s, co ? DIT,., GRADE SADDLE a 0. ° CORRUGATED *t- a BAR6 METAL PIPE VARIES 4. 0' SECTION 50' N k"i9 , C . , GRATE USF # 6212 EL. i`T.48 {�r��' 8 j 3- I i� 8 2.5 5 .5 5' 5' 5 '�`—, 12" ACMP TO SOD 00 ° a oo ° EXFILTRATION TRENCH 12°ACMP �� LANDSCA PE MIN STRIP o=o� 9„ 8,° 6„ ,�0 6„ PARKING AREA VARIES to l °o oe' INV. 13.93.o Q �O 8 PVC FROM a ° i3 35 ROOF �� o oo° DRAIN PENING �A 48 PVC ELEV, 18.00 O�qR/FS �i M4k P� SECTION BERM SECTIO' T ,s': - F��ra. — F� 2-#4 BARS 3.25 ' 3.25 E.- - .BUILDING SOD 8 �I EF 1870 1 co" LE FOR # 4 BAR T ®A Z500 psi 6 , e 18" 8" ul w � � cp W IDEWp ` 1 fir Qp PROPOSE,) Tnit,E.T 0 -� PROPOSED CONTOUR PROPOSED MITERED END SECTION `-- —�'- PROPOSED SINHLE -o EXISTING DUCTILE IRON WATER MA 0 F.T'sT OF VERTICAL INTERSECTION EXIST, CR UND ELEV. VARIES 16.0-170 EXIST. GROUND ELEV. VARIES 16.0- I: DRAINAGE SWALE' SECTION w. ... _._... ...._ ..... - REVISED 12-12-850 REVISED 11-13-85aNA V.I. iERP,.NIN4,G' F.k 4..r +•`.E i�,I t CLQTURy PP_0FE55101. &L PLL�LL\ y ^ IiS!t,`L,T11N1G Li'�'tGIN"E�'.f" PORT `7T, ILICIF- FL0gIDL� �O`tu j FT. PIERCE, FLORIDA- CH1 z:;^ PLANNERS FORT PIERCE, FLCIRIDA A 'WAX FINAL BACKFILL \ LOPE TRENCH WA" ASNEEDED FOR - EXCAVATIONS DEEPER' EST COCK ON VALVE OR DOUBLE CHECK 0 =`4" 6 '-S" PIPE - 7. Signing shall be "engineer grade", in accordance with 2 L 3 - 4 pl P E Florida Department of Transportation Standard Specifications, and Maunual on Uniform Traffic Control Devices and St. Lucie County PIPE DIA. FIRE HYDRANT TEES a DEAD ENDS goo BEND 45° SEND 221/20 SEND 4° 1.2 1.8 1.0 0.5 6• 2.6 3.7 2.0 L 0 8" 4.4 6"3 3.4 L7 10"... 8 1 11.4 6.2 3.1 12" 11.5 16.2 6.6 4.5 16" 20.2 28.5 1 15 4 7 6 i4 a, . v o • . p THRUST BLOCK EXISTING PIPE Jill 1 , a, r; a • , a . rro 0 O 7> , THRU LINE CONNECTION,TEE a;`oy 2 - THRU LINE CONNECTION, CROSS USEGAS TEE 3 - DIRECTION CHANGE, ELBOW 4 - CHANGE LINE SIZE, REDUCER O9 �e°�I, A 5 -DIRECTION CHANGE, TEE USED AS EL80'V 6- DIRECTION CHANGE,CROSS USED AS ELBOW e 7 - DIRECTION CHANGE �' ^L 8 - THRU LINE CONNECTION, WYE 9 - DIRECTION CHANGE VERTICAL, BEND ANCHOR MIN. S.F BEARING AREA FOR THRUST BL.00KING A THRUST BLOCKS SHALL BE POURED AGAIriST IUHLISTURBED MATERIAL i4 TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAI_ 6 EXTEN T.HR'JST BLOCK TO UNDISTURBED MATERIAL Or! TEES B BENDS, EXTEND THRUST BLOCK LENGTH. PLACE BOARD !N FRONT A_L PLUGS BEFORE POURING THRUST BLOCK, KEEP M J BELLS AND BOLTS FREE FROM CONCRE-E WITH VISQUEEN aACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND a ROCK FRAGMENTS.AWE V.JCK ENCOUNTERED SHALL BE REMOVED a REPLACED WITH ACCEPTABLE MATERIAL. 41 ,A ZONE LAN VIEW 12 MIN. GRAVEL requirements 11`�ROAOWAY.=� '.8. Concrete fti' St*ru res, v 6T stops, arTd s-Tdewalks's-ha . have minimum 28 day compressive strength of 25CO psi. Concrete - - •` • Mirt' `' ;-, :_for parking and loading areas shall have a minimum 28 day /, : .,.:•;;<;•.,•..•.'. ' .•":y" - compressive strength of 3000 psi. "W w -•' 9. The .contractor shall notify the Florida Department of w '0 (n -_ .� . ' Transportation at -least 48 hours prior to working in their +V Cc LENGTH OF CASING PIPE PER PLAN M right -of-ways. Permits to be obtained by the engineer) will be 0 D z. PLACE EQUIDISTANT EACH SIDE OF ROADWAY fE -. - _-. required from agency prior to construction. a , SKID LENGTH SKID SPACING POSITION SEE NOT E # 2 10. All areas of fi11,T"imerock, stabilization, subgrade,etc., SEE NOTEdk3 SEE TABLE BRACE shall be compacted to 98% minimum density, in accordance with UJ AASHTO T-180. 3'-0 B 2 -6 ----- --- ----- -- -- - SEE NOTE 11. All green areas shall be seeded and mulched in accordance - `-" with Florida Department of Transportation Standard Specifications G'THICK PLUG 4- SLOPE PIPE, CASING A unless otherwise noted. _. W/BITUMASTIC TO ONE END PIPE SKID CARRIER � MATL.PER PIPE, PLAN • EA. SIDE OR 12. The engineer shall be notified for inspection of subgrade, STEEL STRAP, SPECIFICATIONS - base and asphalt, at least 24 hours in advance of subsequent CABLE, OR CLAMP construction, _�. i " •rqpy.��i,,Y%1�'npe ae^,�frla,,`p'/'�.,..Nx'�`'�.gaM1s'a'�,y�. °b `'�°snp�.K?ne;ar:i'o'O� .,. ,..., ROM METER J L *TO SERVICE MMOM BACKFLOW PREVENTER DEVICES FOR 3/4If- 111-1-I/2°-2ItSERVICE NOMINAL PIPE SIZE DIA., IN. MAX. SKID SPACING, FT. 4 4.5 6 6.0 8 7.0 10 8.5 > 12 9.5 90° 13. Reference the architectural drawings for detailed site POSITION layout. CASING PIPE BRACE . T CARRIER PIPE • 14. All existing improvements shall be removed unless directed �SKID TREATMENT" otherwise by the owner or his agent. 9 W/ WOOD PRE SERVAL IVE A- A _- CLEAN OUT /(y 6" INFLUENT \ STORAGE CAPACITY LINE SCUM /PLIMP DOWN CLARIFIED EFFLUENT SLUDGE ,-CONTROL PANEL 3611 MIN. 2 -' PUMP CHAMBER 15.0 ALARM EL. JL 14.5 2ND PUMP 01 14.0 IST PUMP 0 I1.0 PUMP OFF EL 10.0 INV. EL. INFLUENT EL. 14.0 �3700 GAL. TANK CONCRETE SEPTIC TANK 54 30` 1, 5' NOTES I. All construction shall be in accordance with applicable' Florida Department of Transportation, St. Lucie County, and General Development Utilities Inc. requirements and specifications. 2. Water main where specified as Polyvinyl Chloride, shall conform to AWWA C-900, pressure class 200, DR(14). 3. Water main, where specified as Ductile Iron Pipe, shall conform to ANSI A-21.51 or AWWA C-151, and shall be class 50. 4. Polyvinyle Chloride water main shall be blue in color o have the words "water main" printed permanently in blue on three, sides for the length of the pipe, 5. Fittings shall be cast or ductile iron, standard body, conforming to AWWA C-110 and ANSI A21.11, class 250, semen lined, and seal coated. 6. Gate valves shall be Mueller Resilient Seat, or approved equal. Valves shall conform to AWWA C-509. 7. Water lines shall be laid on undisturbed ground, or ground, compacted to 98% of maximum density in accordance with AASHTO: T'180. Backfill shall be compacted to 98% of maximum density in. accordance with AASHTO T-180. The contractor shall submit certified density tests as requested by the engineer. 8. No field changes or deviations from design to Ee mad without prior approval of the engineer. 9. Where a water main is to be installed below a storm drain pipe: A minimum of 6 inches vertical clearance between pipes shall be maintained unless otherwise directed by the engineer. 10. The contractor sha11 contact the engineer, General Development Utilities Inc., St. Lucie County, the Florida - Department of Transportation, Southern Bell, AT.& T, Florida Gasp and Florida TV Cable, and all other interested parties at least 48 hours prior to-ommercement of construction. _ 11. Traffic control, barricades, etc., shall be in accordance with Florida Department of Transportation standards. 12. Minimum cover shall be 36;' pipes with cover less than 36" shall be concrete encased. 13. 10' minimum horizontal and 18" minimum .vertical separation shall be maintained between the water and sewer lines, unless otherwise indicated on the plans. 14. Disturbed areas shall be restored to their original condition. All unpaved areas disturbed during the construction shall be seeded and mulched in accordance with section 570 of the FOOT specifications. 15. Existing utilities shall be field verified by the contractor. 16. Water main shall be tested and approved in accordance with the latest applicable AWWA standards or NFPA 24 where applicable. 17. The contractor shall be responsible for maintaining existing utilities. 18. The contractor shall furnish as -built information to the engineer, including locations of tees, valves, etc., asrequested by the engineer. 19. The contractorshall tap existing lines under the., supervision of the General Development Inc., only after testing and disinfection has been compleated and approved. J.P. TERPENING CORPORATION CEQTURY PR0FL5510kJL\L P LL\Zt\ CONSULTING ENGINEER PORT `5T. LUC►F FL01210b, FT. PIERCE, FLORIDA- 0 18,5 PARKING LOT fa 17.87 EXIST. GROUND t 16.0 SEWER SYSTEM NOTES 1. All construction material, installation and testing shall :conform to the standards and requirements of the St. Lucie County Health Department and DER. 2. Sewer force mains shall be PVC, SDR-26, with a working pressure of160 psi. 3. Gravity sewer pipe shall be schedual 40 PVC laid on a minimum slope of 1.0%. 10'Pipe joints shall be push -on of the bell and spigot type with rubber gaskets unless otherwise shown. 5. All pipe shall have a minimum of 36" of cover from finished grade unless otherwise directed by the Engineer. 6. Each field shall have a 2" PVC supply line. The contractor may lay both lines in the same trench. Backfill shall be compacted to 98% of maximum density in accordance with AASHTO T-180. 7. Septic tank shall be constructed in accordance with 10D-6.55 "Construction Materials for Treatment Recepticles", installation shall be in accordance with 100-6.46 "Location and Installation". Septic tank capacity shall be 3700 gallons. B. Effluent pumping chamber shall be precast concrete chamber 48" in diameter, wall thickness of 4" constru-ted in accordance with ASTM C-76wall .B. Bottom slab shall be 48" in diameter, 8". thick with number 4 bars at 8" on center both ways. Top slab shall be 48" in diameter, 8" thick with number 4 bars 8" on center both ways, with a 2'x2' aluminum hatch. ' 9. Pumps for pumping chamber shall be Hydro-Matic Pumps, Model SV40 submersible, 1750 rpm, 1 phase, 115 volts, 4/10 horse power motor, maximum solids 1 112" diameter, yielding 42 gpm at 15.3 foot T.D.N. i 10 Control system for the effluent pumping chamber shall be -..Hydro-Mati-c..3900. control .with a Nema .III Control Panel. Controller shall be equipped with pump off, lead -lay pump on, audio alarm, and run light, with alternating pump. 11. Drain field shall be constructed in accordance with 100-6.56 "Construction Standards for Drain Field Systems". brain field areas shall be 2330 square feet. RgEMLIER DRR ASBOCI EB Rham ;,kT•ECTS_ I"LA€4NERS FOR T P9 E-RC.'E 5 FLORIDA I oc i . 14, 1085 8 507 15[)-30F 3 J I'M II Yi �IWEAMIMM mll all Sill W-M, '5 -r- 4��' 1, mmw A- -- a.; - , 'Fx F6 c_u .,.gyp T:44"FSeVs4Nd*+ss."ttmP..,4.,-'.,,WnSKh P1¢<+v. n bH::c1. ;rn,pyrgi+rv.[d9 .s, 'ca4" q. .�,.,,,-ri �:—l-� a�pryivFm^ �p..rv,-v,,i:'.'^ww4#s»Y£�5a+�,av'^sTE.ygFVk-IXarc.;•#.f*"�'f'Mfx3ah`d - �, f 4t4,.' , vl S F - . . , ,; e. .. .: i , „ :; , ` , ,.. .. iv, .. ; .- ,'1 ' . _ -' ^ c. ' r, , Y < x, f. ,- ' , y" < ,:. � ., e -_, . +. - .. : j.. 11 , J :r� , , e n , l r, , a rive':_. x, , ' r v ,..v r ^ r. t , ;. r .1II 1 L; ,. ., \ r t , , , ,a , `'n g 1 , t 4`s> = J< „ A N, 4V ry ;. .: r,. , , ., , , ,. ,. < ", ,r t ^ , .` u'. i; x 1 , • • • • • r a Yx .,1 .. , ,,,. f, t' w F r s r„ ac ¢^.. t, S ,A., t� ei �s. - yr ,.., cn 4 Ft i i Y .Y ,r .; ,-", %1A livet-, n' Y :d5` f I / i.'ll %�a'.' 1�Zee .,+ t 'x f ;, -; r� i , , , , , r .. , wv ;", ; , ' h ,?. , art r ;"' ^ '? ' I C' ,*ar 4�'. ,?, .,, r' ,r : /. < ;, ©9 - 9� QA +q . r r`,' -x , . } - . , ",, ., 1 �l ��'',.{Silmunuuuuumn_mmmunn�p�� NUW;u=1@iH�_p SdIOILII nnnmR7la_ uu Cam_ _ �G 1 / I. I I a C �� II■ c �■ �� �- �� �■ �f a I 'b :.�_I0 ��1I� ��n '<t • ,x ,. d4t I t ` „ to ,•.¢¢r1 : t'Ctp`t^ 1 i. kAi {-" I f �'- 4v Y y4 _. _ _.. A , s 3 , _ --ld , ' S, , ' 9 -ca . . i ,,. .x a x.... r b..,-.,� > r. ., ✓ ,,., r ura,:, ', .,.. .. , , , ra .., ': w. n _ v. i_ -.?. r n ira v 4 ,„ , >rt ......, ,....r d ,.� ... .. a.. ,5.: a. ?. x r q:. s ,. ,,. u „ , ,...rva '. .0 :x, .,r >' „'o, t , .nM ..... , ♦ .. 5. -�. .::iv , _a.. ,. ,. .,#, 5` `6.. x.. > .. d ,, k ... v.. ,,. r + r. ..:, ,.. ... ,. r .. a_a ... : , ,..... c o- w .,:r .. , v iv f.. , r .3 ...,.. ,. ,. i v...... .. ....,.. �� , .. u.a.,: , ..:. .. v.. , ... .. ,.: r . a-r... F. ry , ry ,,.... ,. tic Y , . ,. .. , - r - „ .,, a ,..... ._. ., '-. .:: ;.t ,. m.. }rt o.';[. i, i.'. „ ,.. > . , , ...,,. v ..,.: ', ,.. , .. :. a., .r , ,.._ tv..:. s .... :ry ,, , ... s „ .a,.. ,r ,... ':W .'N .L, ._„ k.: .. a 1 Y, v...., s..: �, 1;♦ ry > :.. c. .. .. .r.. s..,. Y .. z t , ,f .c Sr. 3,J., >t `$ i ...i'. _... e .,. _ .. .. .F ,.n. .tt- r . :..., v m .... t s , l .r,....r [$r' A ..e_ d, el.,... , t .....r r , u ..., r'w r 5 , r ra. , ,._.. v v.._ .. ,. ,n. .. , ,_ , ...... e , :, ., , ,.. .. ll� .q ... J . �: ., f ,. ... .. , �. ,. ..: " .r ,. v. r. ,.. .. , a . ., ., , ...5. .:. , .._ � ..,,,. ., ...v ro.....,. Fe.. ...., ra f _..., , i, a r r. r r .•... r .,: x , s[Tr. fin... ._. .,_._ `S. ,'.a_ rt s ,_.. '. v...__ _.. , : _ ' _, < $ ::x. ...'.'.. ::., .. , -;. ,I C , .ry W..: }.+sit 4. , , .. ,. ...i ,. vi .., :. ," :, :V{ L Oyn..4 i .:. a r , tR ,,, a ,._. ,..t < s ,., S %.... ,r ry vr.....A , ',,,,i... f , . .,, .., . ,. '. e .>...... v ^ , u ,' , , n "' ., 1 „ .,..,, i. , ., ,, , ,,n ' �. ,m .,. n ...:.. .` `.. L.y �.{ ,- ,r 11 :: .i e, , ..,. rt -" -- I • • I • 1 i I • I• i�. r -. sx , t , ,., , - . , ., .. ,. .. ,. iv,-e nva i :>. ., r „i`"Illr ry ' : >, , S r. > ,lj '. l ` .. iv... _. , , of r ___,. ,a '`v ,..�. ,^, ,,: .non,: _, ., .. s, _. ._,. .. :: : " . , , r:e , .. ..,. v .:x_ F 11 .... ,. t .: , 5. . Y -.._, ,. _.. , _ o,......., , >.. ..... ,. .... ,+ _„ „ , , ,,,_ :, , ., .. �, .._ x ,<,:..< , l.. _.:' . x..,, .___,. . .x,.., x.� , ,_.. .. ,_:, ^.r ._. _. _ 1. . , \-. v - _ Y� _ �? _,^r_. _—.. .. _ _ .._ .. ., - _ _ , 11 t- - , b _ _ _ 0 744b--r, IZLAr,4tj tLj2 L: e-7 0. c. 04 1'/2" MT L vzu vj Q r-P, c'5 Fu R'rl s4G VF-M7 t F-b%CW cagAIR, o" qdL. L'T7-7- Sot All tPP yb z I 1 -0 it �CEQTURy P Q 0 F F- --� �5 i U 1,,j L\L P Lt-,, QT 5T. LUCK FLOPi PA RIEGLER ORR ASS OCIATEE; A R C M 1 TE CT S L- A n-Sg F ci" F 0 R TP f F-, V, F- 'OcT, IQ lFic 8sc OF WL5T LLLVL\TIOLJ �21 No W 0 z I I It 5OU Tl-� LLLVt\TIOU 0 U 0 R - - ---- - ----- OCT. 14 ir-)u5 a COPPER '_CL\ULICIQG 4- t)UTy`L CAULI- 1Wra, &e-Y331T L Pt2EG.cOI.IC- COPtW,27 V1:'QI GIaCI -:RF_GLET <r = P�hciCElz tzov _ Vt cKEa 200 5I�gw-GLocLC tZLGLET LOULlTEt2 FLL�71�ItJG Cs COULITER FLA5HIQ& (COPPER) Q M. ROOt=11JG MEMt3>�ALIE • ru; I"c[ FLL��✓1I I I IG, SEE SPEC' dJ �•12.M.1200FIIJG WSEM?>R[nl.tE • �'° c9 Fpti /FLL\9HIt1G SEE SPLC'S co _ 44e va o.c SL! - � r I \� 4° �>=rz catJr - p 41'FII7F%z CNQT COLIC ILLED PJLOCY- _ _ _LiGHTVJ.GOhtG.FILL OVEtZ _ 1 N .° = �°, '� J"C21GTD IfJO ULL�TI �J VEIx. CELLS ^ - ---/_ b SEE SPEC 13 - I°RIGID ILISULL�TIOII - J — / L — n � _ 1 3 F 1 Lti IL- - - o o _ 0 _1 777 a \n — _ r _ 1 11 0 G 1 11 �N. •"_. _ O _.. • I Q 4 ��! \ a ° ❑Q IJ C. hl �\t� t31:.�M - -. _ l-O iOI _5EE5TRUG.DRWG OV LIC.hL&V L 1,24 RUL1kJEt2 t'S �_, O ° ( II 0 ' gvuwLIER C'5 C - 0 e2. SEL 5 r1uC c�tftG. } _- T y l I 4g" O,c. e 48" o.G I!, ��u MTL.FUPPII_IG a IG"O•.C:j O _� �^ 5u5P. L�GOl15. DOL�2A hUSP, ncOUS e?Q12 y2DHYtLLIL _- � L IIN - Q --I ��I p�u �N p _ - _. _ O _ i _ _ U 1', _O _1 _!1 I G DL jQv (sjp Rt7= _ SOi O„t1_6"�I 0 11 O _o r I, 61�11 _ v 0 -� p 1°INgULC\TIOiJ t\ = 0 - ° � 1 Ln r I GL�ULKIf1G vJT_L ROP _ O F _ O _ U O U MC�RC�LE hTOOL cnULK GOL1T11_ I V f _ p 0 ceuf> I p a - _ I cnu _ MlL\SZP�LF G✓TOOL - 1 - O a Tip oc_ 4 FUrz1211.IG ___ '� • � 7,- � y2 � P BSZD oLl GN 11coQc. eJLOGI/- VJ' _ Y� > P. DRO. OIJ "- ° •.: a a. 4 .a 4 AQt21ZOIJTb,L t?L Wfr- _ -0 �/�N�UR1211,1G '' N B I.Ic,vLOCK ° b �/'I FutZ2iLl6 - W 0MIZ0QTL,L ALL M/\50Wray RLLi7 5TUC O O ! - REI F, 49 lei, O.0 ." - _ - '° Q ^ T ICL�L f\LL � yy IJ L K�L\°�L 4lAL\ ortta WALLS: QvI n y t I>ISuLc�Tto�i __ N -- u _vIWl L Vb VL 41_IYIr.1yL -- I'�' - kN11277 4�4 —N 4uvlLt V7L\hE �I Wk - +2 _ - x ° a - _ 1 - °' o :I — —° L r', - o - c . •J� r n ..tea —._.-_ _..._ a :• 1 , y I III 1 0 'I 3fb"u rP �u5rlrou = - - - - I ° Tr-) PLGL�L PREC LAST ,j0 ill / — 4Itac- 'X'�/8" 6TL- L '�.— w p 1 I , LOtJG W�(2)'/2u,�xt6u _ YdELp- - 1 CHORS EL\G CAI i - i1 ZYaST IQ COLIC. v e - 1 WELD LTO 5TL.LV,LcVAOR5 - n 5 SZE PRF-C. COWL. SEEr��EMT-tT cOIJ11LGTlO<1 Fc�GtIIG PWLh , LtOTE 2HT Ti7 - - z Q _ _ i _ i I� _ = STUCCO O PRECtvhT CoQc .I - I I �FL\CiQC=, en-�OIJV. 1 \N - I I O *Q eV2° o.e. IQ cows �' �IzovIDE 3/4" SZECE4S /e . / E1LL LD P>LOC%C cLLL°J ! V iN TOP OF vo. FOR = 'ld C 321i 0.c. ll.l COF1c. FILLED - ' 5TUcco ML\5o�J2 / "' ^ y I!2LOGI4 CELLS I C& P TyIL L\LL Ftf15. _ = Pizovivf- 3I4"Iznc��5 rLl C1;59, - I. - / l ^ = TOP OF VIA. FOtZ ML,9Oih2y. __ T _ GAL LOLL FLOOS25 i - - '6 — - t pten,Let�tL. I a SEGOI.ID FLi2• n I . r Y it • ° I V ° l9 II ° • /r�` '�i I Q t /A Oki 4" MTL.t ruu CI 311�ATT 11111 - 41 m.: L - - J STucco T_PiGAL ML�5oL1R L\ C RS I t-O° MtZ�/W PoN PROYIDE G1�LV. STF- L R� TEMP. TttiITED GLA�h cnUlK N a IQ &LU"-TUPJU LWZ ! &VJr-H O Qg e S2 O.G. , N 1 1# I To GOL1G. L'JM. LIV0vL M O R�/ FiZ�ME , yLE `Jj�EC'`> &WP TO COLIC. COL'. - �- _C4• N AT �tt7�� OF M"o - �0 ct\ut- O O DOOR VJ F nME -__ ' 1 c0 O O N o O 1 _ O _ - 1 1\Lu M_ a�Ir2n�IcE O - O FAr3rtic W&I L i { / IV I S4 L\LUM,THr1E5HOLt7 I ( u � I 1 ° - 44 ° � IiM&T JOIU f 1_ 9a' L\L U M -�' i I I EIRSTOF�OOT2 S LL EL,+ r =0 Y211 F.XP. JO 1 Q T ML\T 0QC FTC.,ZEE - _ Ou_ T�IPiCL�L TUQLIDOYJ;,L- $ N17, Qq(S;, DI r WALL FTC, e NORTN Ot L�P� W 1 5 GOLITILI-_- JOIIJT M/�T.-�L FOU DFDS21MG. _ L' SOLSTH-=- 1 WGLL ;i t;5 FoU1J9.P_LE.hl — o _ 0 • I I I ! CLQTURy PROF L5510Q NL PLNZ-L 0 H T E C T S PLANNERS E, PORT 5T. LUGIE FLORIDLY ; FLORIDA QGT, 14 1li,�rgr_, 8G0 7 - [A-GOF i/ coIITILI. GAUL1GILtG A/ �IIXS�r LONG L_Alpl�Il� PL J /L t�L�CKER ROD W12 4 GON GROU ALL VE.CT. , ALL Jd11JT`O r T —EAP-S G32110.c. As SHOWN_ �N C4},1T I N1. G L\U Lkl Isf� nQ` le DZ. GOPtv�R - - Iry FR RE-GLE.T CORP."T CAE 5Y _ 1�OOF LLEV—+ I� �P 11.1GLOCIG 0 / TttT'� - REGLLZ Gou11r� R FLL�SI 11t�i� - a4e 3 4 o,c, IIJ colt FiLLE vW cELt3 4 ,FI13L2 C&IJT / I I i G.tZ.M. tZOOFIIJG MEMJCZZ\1.1 6 `DLL / FLL�Sr{II.IC� SpE.c'S _ LIGF-1TW- GOQC1 LTL.FILL _. I OVE-Q I"QIG117 1Qc;PULC\TICLkk. (4 t ! WILIV ! _ - - I ;i a,l 1p_ oL1c. �LocIC wl PW Cv 0P.RLIQF-.,e 1 "O. G.Q.M. 200FI00 ME.I le)QL\QF CV1L£ '7PF-G'aJ L1G'4TW1_1GHT COL1Gt�ETL �'VEL2 1"SZIGID IhISULL\TIOLt �JEE �pLC"� Q O O F ---. �LEv.+ O �-.�-�-�-- JL -- "N \ C00CL 51 5LA 4 &WI EL\M - _ 5LE UG• D O f I v-1l-I LPNOL� / i u L/2 2 U L1 I W G E7 Ev L00oq 6' 2" '' ELEFL036'2" / I c 48° o :, AIN e a _ 0 • a e 0 /2''GyP.0 Dt,�17 01 t -* . I . 16 o4u pCAULV, -- 0iw, °5TL.0 COLITIN. _ -.CV _T�G12EWLD I1J O 57L.4_ FWQT _-- PtZEGL�ST G LICIZCTE li P'L\LIELS W/ % " tJEEP R17J nI. • 5EE DET•L ELL SPs.c 5 L\T1041 �. COL . r�c,oua. �oL\cz _ - p � DT U c I I c __ o�tTtNl. cnu ',CIG 40 I C6luL6C _ - I � , -_ <OUT L VL\GICEQ 120D - = N 1- � M G� L 5 0 L t2 T O D L - it - I E O _ >: =1 r1l, I / • T O I I: i "-COLIC. FU%Z1211.IG .LOOa " _ c. - pJLOG.. t2EIhlF. l6" WI WALL- O.G _ _ - - -PQE—cL,5T cO1.IG; _ rA 2 A ., ,. .' .' `JE TIZUG' �fZ L t�t(1LiG55, _ Ili V q CaRDUI %�� ,0 E EV, + 4 4x tLLV, + 24--41 • o.c ICco.c ]41ASuL&,T o 0 1 Cc JTY L6 FILLED pLoG cPLLS - IYIQ, L V/\ coQc.TRuc.-5LNV - N 113u 1!ry�h 9LE STRUC.DRt�WIlJGS TyP1G L - WF-L17_ L\; CRLT PADD Qrc 2_ O 0 L al GO u - - - `.z:-6"�2:6",c6°cOLUMI-1� . - 5uepP. &COU�.p701�S�12 c I.Ic:LI 1rEL YJ/ _f \ o _ _ - L 12'� R"DTI6.3 e O.C. T PICL\L:�: I. - = 1" V2 GyP. VC 2D �£E VTRJd.DtZL�W111G� '� _ _ . .. \ �J I. Y ��,,,•,� d' FUR I/UG v d BULL WEIGHT COFSTII L, c� r• ! ! / a 2 Gam/ - P• i`70L�12t7 OLI NITL. PIL�TT IL1yuLL,T1011 � 5u5PLQ51oL1 11 Q 41tic• nLocK w( _i \ � 3 �, O ,• Ml L UD e 24 O.0 , _ j " z' r H e R. REI1.1F012CILIG- 6°O.G.,TyPIGL\L I 1� DED LOCO 5U5PEIJ U5. T PICL\L RLCM-lT -- _ . — -' _ N- AGO Lu NINI- _ O I a� pOAC2 D OLL A r- U )Q& E Of ' _ : Gh,• WI 1200 TLL,6° oUG- e / a O O I - _ �Ad- IPOUQ F11z1= E -_ W/M 11,2°¢ I �NALL. 2uo,3t" 41+I FL1e. - GA AtiIGL1012 EL�CN+c ST Ii1 I In a 5-91 4 MTL, 7TuV W/ TYPE"N _ PRE t�ST cou O.C.M4X.\ ECTIONI V/ - - � V '" r h S T CIB yP Pl {2 ELF 1I SIT9l u /2 G P.eJOt\fZD OLI _ iJC�TL.yFURRII lG --�--- GOLIG. C'7LOGtC VJ/ N912IiZ1ITL\L - „• � fNyALL GZLI1,.lFORCILlG @16 D,G. PICL\L e LvLL Iv1A501. R d 1 5E � 4°VILI%L dASE--�� VJQLLS - 5 RUCRDI2"i tG7 uv � 2 _ FLOOR 4 vIN y _ __ 2 FL LEI7AMIC TILE FLOOR I I ' EL�v. + 126" � �p ELEV TEFL 4 FO 14 °JILL A° a � - O O' UPPPAY rl OCT csW. , �/- V' _. �1EC Wl —E STtzU , DtZL� G " A 7 .. ., .e _;.., _ I Yz �7L.a 'Gyp.ov ow NlTL.5u7PFLlglOnl CV ifl Precast Concrete Connection Note - ' I n1 \ I .,.. PrP.!`aRh rnnrrahn ennnlior droll ., ..:.•:.a,. ......:.. _,._:.._ _.,: _..:_. ___ "t_ " is _ ", ':.: .,... -. .A � - I I. i . _'. , �' I i i f I j S+ " 111 1 v m y 1- I-C v I r-✓ I v LJ L\ L- F-' L. /A L /,\ 1 ry rvt= F1 ti jj v y r P0t2T T. LUGIL FLOCZIDL� FORT PIERCE, FLORIOA A-7OF G32.1,A r2OOT-1QC� P.T.W0012 nLocl(,QG COQTkQ L-),_7 s_q,2 E_v s L 12/4 11 e, Ly c w _LI<�H7Y,4.00WCrZf_TF_ OYEAZ w&LL LiQL. �� y lo 0z, Lo 15F L EIZr-t7 r�m,A� Ojbdli�' C-190F CU lf�W vto ac, A�, t 5E; - ro" 17 (a 11? 4 3lqmw� I �;, "' F109117- A, 1*> 17 T�' FLOOR Q - 5 T i r2,112 HL � " ff 14 1Qf7rl ,,,%l la I.. /) 11 4 -T FLOOR P L 1J 'D T N 2 ""1 I 1- 0 )QC.FI1_LF_9 E�LCCVL j41 I b 1-2 H _.P7u Co C-70 r "i G Aw cot.4C. F7i LLE_t7 CELLy LiG44TW.COLIC.FILL OvLq 121&10 11,15UL&f10W 5F?tZIQGL0CV_ vZF_c,,Lr-_T 4,C0U61rE.1Z FLL-,hHIPG __J -- ----- -- - - F 17 WNIA K40k11,4rQXP I-JAFt 7 FM I l WIl 0 '47 f r,_1V1 � r w,v em f IJ r__L 1+ 361 _Iz —MINIM W-1111 �IN IIIIE • �,' / . . 1 smimmmi SEMEN �`.7�f ��Jii . m! coQca�-Tr. �)TWP.4 L&,t�4r7tq&b 1w 111,21' 0 mr_-p� piper Mill -1fmcbL_ IT101--4 - T2P = 11- AS 01 1, r m P4 RIEGLER ORR AERSOCIATIll PLL76 A R C H e T F r,- T S PLANNERE In o r:2,r ter. Lucie- R, -i- F p r, IF FLORIDA A11-0 A Pl lq55; OCT. 14 1985 A-60s to 6� d P- L tktyT I C L W - -0 1 Lf-r 11 Jill FLM, WtxFt/LiW io 0 0 0 0 MML DOK LLLYL\T'10Q %4%1.40 STUD I" r TUO D-1 t7 �7 '4 ot ;z - 0. 14 10: 11�011 7 k ro It + PL L\ Q I Fk,1DI2IC WNLL COYE-121QG 'T VY&5Tr. ;zEctp. 5FIL07\ V., �T m I c 6, C"y W 4R, lty0kV V I ty F. F-;ZOWT — --------- r -� L7 W02TW WbLL 1021 [202 ff0�Z 4021- ve-il-cli ��-,—F4�vjzlc 'k LL CCVLr2lW& -W&VTE. \-MIRRC)R Iiz- LN 5 T VV NL L ........... ,'!C 'TILE. I CLkJTUQY PROF P-55 11 OQL\L PILL P(71�21 T, Lu4iL FLOI> I RIEGLER w ORR ASSOCIATEE,; A R C H I T E C T S p 7., TM ON E M S FORT PIERCE, R -z -.[ v�l. �s• "r.3F M`G'C- 9Y5. s'_......._ ..._.. `d ^."` '�.inYa^:;:. -. ROOM FINISH SCHEDULE tau uR SCHEDULE a..,_ „� >, ..,; .. WALL FINISHES REM ? R KS N 0 RCOM NAM Mi G G WALL MATERIAL N T. D 0 0 R GLASS LOU-FRAME tRcs- REMARKS NO. OO MI ` FLOOR FINISH BASE HGT. WAiNSCOTIH�T N S E W STOOL CLG.-T+IAT"L -- ---- — - - -.. N 0. DESCRIPTION -- TYPE W H T MATERIAL FINISH DOOR SDLT TRSMLABE VRE MAT'L W JAMB HEAD tn�g _ -- 100„CITE_ --- - -::. TILE ,4 i' - G�_-- LUM t�l-L k i STUCCO r- t2 -- P12.3_0 : -o L�LUM. -- ,- _- _- :. _- I _— - , �� czQ _-_ - _ - - 6 100 STOPt:_.. iZ (Tc'eL�v, - - H,M /µ - t.r: t:',. --__ C 2LvtJliG'�- E1Z.TILE 4 - - --7-- - - -- -- -- - ------ - _ ------ --- _— �--- o : 3 n WOOD _ P10=TTCLZv - - - - - - _..- - 00A!/4 { } -- _ - _ 5 5/4 I _ j Gu+T�W.C:,EV 3-Eid.C. - - - - - 1 -- -.-- ------------------ --_ Lr �rnic TILEsl' 4 - -- __ - �/ - _ I ----------- ----------- T I L G. _ 3�--TILE' — . -- --- t 1 -ti2 F�L1 E 102_ �..0 VJOOD- _ -4t _ ___ _ - b/2 - - r -- CEIZnNT7G '=ft>E. lc�fz.TILE J ---- --- ---_ _ --I03--- _--. •"C+ -VV - ,. PJ-..)L----- - .�._ rs,Pt2ri r:i ti'::LL'':\Vl=.- _ —. �� VIW L 4 - _ p _YCOOD „ - - - - ------ -- - - 3 - -__ - --- - n --- - G h', 0 - ----' -- -- _ - C'j_ _, W /4 -- -- - - n lCl � L_ T , ,n G-- v 1 N. L 4 i- - -- - - - , i I+ v/ -0 D _ _ .. - - ------ -- l G v tl'27. _J L� I 1 1 T . - - - _ -- _ --- o• - __ - fi f - - -- -_ - - - --- — - - - - ----- -- - t - - T_ - — _ _- -- - I +�I I y l L 4" ---- - c c, r 'm e, c'— t--- _ _ T----- C?�z 1ziOT U E - I --- - - - - - 3i:, PCLvSTiG LL.M ----1- - - --� - -� - O 5o11CJ_COt2C FLUSu 3_q -1,p S i4 WOOL _-- ULL s ,: LUF11.i O$" _ - -- --- I.T/l. Gyt� �O�tZY1,v cr'r rc,;�VG' L�COt - ---- r, r .,R o `r'^ :Yja ti LL��TEfZ OI! IIi�ChIA- LO v LbA 5T> L� l ITT -- 1 - 8 i--I .LLid-�*L._Iil�i L-. ✓- _. __._.-. 3 n: _. .. �1.UNI. —-_�S/_15.1�-i-Y �e�-z------� +Q r/I r. vIQ Q _.. -- of�G EM.PLC�Sl '�;: _:. '_—_-: 04,,.-ei!<-, IO - 1 !.M/ --- -- - ---- -- ------ - ---- -' _ tr -�: �atCS�TT -- v I til, ,_ ----- ---- tZo�ND c _ -_ - i li E� +_ =e-'�Ir — - —_ 1t �,_ �1�12 — err° 10� HOLLOW MTL. O o ST _.._ ------�- - -- - i „ &LUM - -- -_. - _ --__ N,M A - - - a FLOUT 112,1ffiA `fitTZiZF_ y - -- - -- - _.TE m.! o it4LLOYlM. + C; --- - - - - - _-,__TTQK 12 - -,. - ?LASGtEz _ -- -_ _ 3/ - - _ r -- --- SKIKn G ✓... T - _ -- - 1 CORE j_c• Woo17 I - - I ! O Lv t'LA 1 M PLL�5t1L,1L�M --- __ WOOL? -_ _ OLia CORE - 5'iU 'J-O V( _ 3 -- ITC�3/4, -- - - -- _ --- - - -- utrr119 c - -- - -- - ------ - - Oil 112 Lb3-0 1,p _ — ---- _ - ---- _ - It2 - - - - -- - - - - -- _ -- _ - - _._------j- - 53/41 , - __ ��Rt9-�'C t21_I.I,; + ,- � <�nF2D P P P P �COUg._ 1wRS?. �' �"- 200 oil -_ - ----- -- - - 20 .. t� 6 t3 - - - -- - - - P p Dt2I W \ L_L_ 201 ---oAt2r� P _. 20aoIIS�WAL 2 WcE-Z.TILL CEZ,TILE 0- 3 it 1- 4Q'L= �ta�a -_ w 8 I rt 8 - -- 408 - -- PR.2 - - 5Y4" _ _6:u -- - - - 4007A a 3'--- - 501 col - POLLOVV IR Tt -Q �' �'r u .1✓1. - _ pAt T --- w L.IOT_E: WOLLOW MTL- FR LAM E9 SNPLL t4 $ t5` -_ !t?A IE t &V� L L,5 t2EqutfZED e D�7 R {*/ i r w 1 _ CA I IU �V' FOQ LXT L- -• , v cL.RPET _ 3a5 Co12RtDoi2 I GYIN L 4" 30�0 1 COR21DQ_R—� L�TZPET _ rya Ban _ �'.- 12Et�TA1. L�RE� cot�ICRE-T�. Vlrl L •4 _ - - ;��etM, vsass,��l -----{--- - -- t � ,• etenE�vr PLasr�ra o�,L 3 '16= - -�-Tr GyP•6RQ..- P ! •�Rt� quNcoLurnNs 308 :REST -AC L�1RE/a GONGRCTt- VINYL 1 4./EM.('LASrER 1REf`LT�L L�C?ELti, GONGIZETt Vtl.iyL q - F„F,cEM,S�LAStER• SKIhtGOATSTUc';-, VnR, - -- STt�t'R "�1 ,.211P.��• � =-VIN L�RUOP�I:R 4'� 6KIMtodT STUCco e1~T=+ �YI_u Lf RJObE�-4 " SKIMGOLIT `�' TUGCO j P P P SICIMCD,`.' VAR.. — I —e _ 40o OD13� �L�42f ET !blhi`�L �'� Qa� 401 'VESTtIbULE GER.T•1LETILE 4Q2- - -- ;w,c. -F.w.c, F,p(.c: Fw.c VF2y W6,LL 4o2�MEh1 C-ER ,T-1LE GER;SILE 40 F.W.4FW.G. ORS Wt.\LL yo3 VVOMEN GER.TriE 409 4o4 yE5T1'bULE. GER .TtLE GER-TILE �" 4". P P � P _p k'COU9. 00&iZDI 0=0y, 4C 4-05 cz7RRtVcoR -GAR PET aq� GgRRrt:2oR GLvRPET . y1hL�(L 4 �' o" `tOga - ---t-- N qoT�, REF,tTA.L .O.RELV Got.1CRE.TE i:�yL �• ,o. � pLL�STEa oN 4a$_ ,� GyP.OP j' L�tM� aoUND CoLUt<tNS j GEM PLAST C [�Q$ DES-LT/S.L A.12EL� LZETI=- VI�L 4 _ - - -- a. �7 O 4� ^0r, +40W _ �E51'CLCL- AREA f COh1GRLT£. V1NyL 4cEM.Pt+�S -- ---- i -- _- `54�tMCOC\T STUGco VL�,R. -- �7�113 _� 4 "GonT 5T ucs a ------- -`ZIG\WTCOG�T hTUGGO, `'.�•TJaIR �� �j2U$F3>lZ--VIN,�tZu88 4'� St<tMGo�T�I►iCZg- - LV OCT, WIIJ DOW 5Gu ED U LE . l-7- Mb,r. rKDow MCvIZ1L TEMP GLLvSg, TiWTED Io,_e"i#MZ-JaNT,S•No>sLu".SEaI_wfc�.2=sr -- ----- -_ 'r Fz�PI=.LvT WIUDoW M&T�k FTHRU J E 3R° 4TH-FLoorz�--:: - 14 106E) 1.1TUG?Y {PIR6F:�.551OIJL�L PLbT.�� A R CeTe=CT S PORT 5T, LL1GlE— A-1010 FORT PIERCE, FL„a"u.k41'�� OF 1 . THE DRAWINGS _ . L ARRANGEM ^ : O EXTENT ^. AND ARE �APTLL :AT?C. THEY _ H:F TO ROUGHING -IN MEASURE.'. OR TO SE .-OP DRAW]NOS OR -. .._.:EJF. 2. ALL :..-AILS AND .-.. DRAW _`:L> ARE INTENDED r0 BE TYPI AL AND SHAL.. _ ,,;. SIMILAR SITUATION ELSEWHERE ON THE :. _ ': DETAILS IS SHOWN. 3. GRA AS S7 , TO ♦EER WORK ` SUB(,_a: - LAY .. + .K .'ROM POINTS AND B--_BLE F £.BLS, ELEVATIONS : .. . .. _N CONNECTION W_ WORK. 4. SAFETY: A. THE CONTRACTOR I- _. AND SHALL CO"'T WITH THE SAFETY REQUIREMENTS OF ALL TE AND FEDERAL B. PROVIDE ALL SHORING, .:SG AND SHEETING A 'Y AND FOR THE PROPER EXECUTION OF THE WORK. REMCrc ,h'_-" -EE WuiK IS COMPLETED. C. PROVIDE AND MAINTAIN '.:GHIS AT ALL BARRICADES, RAILINGS, OBSTRUCTIONS IN THE 5 `;:.ADS OR SIDEWALKS AND'ALL TRENCHES OR PITS 3."JACENT TO P: A.KS OR _ 2�.. D. AT ALL S PRCV-' 'ROTECTION WEATHER (RAIN, WIND, STORMS 4AINTAIN . .!f CRK, MATERIALS, APPARATUS AND FIX: -tURY OR DAN E. THE CON FOR ALL ':=S TO ADJACENT STRUC , SIDEWALKS .....v .3OR OTHER PUEL:C PROPERTY OR TO ANY .•iC UTILITIES. F. AT THE END 0 E DAYS WORK, COVER ALL 'WC _ .. 1T. ANY WORK DAY BY FAILURE TO PROVIDE PF LED AND R r_=.C::" :' '!FW WORK AT THE CONTRAC .. CONTRAC .. 'WILL BOLD OWNER, _ -_ /OR ANY OF i:NTS, S:"; `-74 ANY AND ALL '-. -.`-MS :CASON : ENCE ON PART OF .a:._ � .. -5 AND, '^PF. ,p ^FPTp ._ ",;T SU ^.F TP 'IF TH OWN AND/' CONTRACTOR SHA::;. flE. `�D UPON HIS FAI,.URs : :N PP AND/On ANY OF THEIR EMPLOYE: (V;TS 3t 3 vRISE ... .. ::UCH ACTION AND CHARGE ALL COSTS -1F TO CC' 6. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, S':- f-T_CATIGNS OR OUP:° .. SUP SUI' -TICE,:',NST IBI.-I TS OF ANY SUCH ER ..R OM EC _. 7. IF E 'NTRACTOR ETHER WI 7 _. 'PAL _'CAF QED TRANSMITTED T.0 THE A_ - S:T/E`IGINEE ..'CAE PROCEEDING WITH ?HE 8. SUBMIT 2NIF 7",I-A AND _ _ NT ^-F SHOP DRAWINGS FOR ARCHITECT/ENGiJEER REVIEW "ARTING 9. NO SHOT _.. _. ]: ":' -74 UNTIL AFTER '" _ .. :^METHOD, DIMENSI a -ND STAMPED WITH T. . _; 0 RESPONSI- B.Lx.._ .... _'".... 1 RESU", _ VNO AND REV:. OCD BY -. BY ENG_. __R .-.\_ _+`+ _.:CUGH WORK IS ..C\D _N SU 1. i .-:SIGN ES W_:'_ REEL D 2 !NG w .1985 _ON) AND OT REFERF, .- ( ATIONS, ALL F T T u ., �.__5_ cDi._CN AT ._ .. OF REFERENCED CODES AND SPEC_F.Ca_IONS ore_.. _ .. PERMIT. 2. WIND LOAD CRITERIA: BASIC LOAD VELOCITY - 110 MPH AT A HEIGHT OF 30 FEET. (S.B.C. - FIGURE 1206.1) 3. LIVE LOADS (TABLE 1203.1): _ OFFICES . . . . . . . . . . . . . . . 80 P.S.F. ROOF . . . . . . . . . . . . . . 20 P.S.F. CORRIDORS. . . . . . . . . . . . 80 P.S.F. STAIRS h EXITWAYS . . . . . . . . . 100 P.S.F. . . . . . . . . . . . . . . 100 P.S.F. F o G :_O H S: (SPREAD FOOTINGS) 1. FOUNDA -IS ARE _ BEAR ON SOIL AN ALL _ ": CAPACITY OF G' SEE 7-= '1'iONS FOR OTHER NOTIFY ENG T_N w, NY DISCREPANCY IN SOIL BEARING CAP- 'OCEEDING WITH 2. TOP OF WALL FCC'. OF .. INGS. WALL FOCI'_, -F 7, 'FIN FOOTING. STEP WALL 3. ALL FOOTINGS TO BE '" .- : :-.D ON GRADE OR MINIMUM 1'-C sL A B 3 1. ALI _..BS CN -:- SHALL t'"MUM FOURES THICK AND RE . 6 X ...4 X ..'ANIZED WF-'- MIRE FABRIC 2. AL ­ABS ON TO 4E--CORDANCE W:I:> £:i'1' "GUIDE PC'NCRETE FLOOR AN - . N' (ACI 302.1R-80) 3. Jr HALL BE .S ON GRADE >w F "-77) "N PI, ''VIDE ::EWALKS AT .. ::LATER _ is A MAXIMUM 1. C ZSIGN - TENT IN ACCORDANCE NIT: _. ._ REQ7_.: vna ^SET 'A.C.I. 318-83) _. .. AND DE p d: - (ACI 315- 2. AL L WC'r -N ACC r , , -R STRUCTURAL CC i-`: R BUS "W (AC DELIVERY, PLAT,-NG AND CUP. 70 BE IN ACwRDANCE WITH "HO. 4E CONCRETING" (A.C.Z 3051177, :SED 1982). 3. NO ADM _ S R 4. FOR RETIE TO Tz HALL NOT E6 : a :0 (MINIMUM , - 7No "IERS OF THIS ?l. _. ED.. SLUMP FC CO:TE SHALL NOT EX .': 5 A QONCR£TE TO BE REG HT WITH A DESIGN STRENGTH C-UDO P.S.I. AT 28 DAYS UNLESS ._a W_�- NOTED. SLABS ON GRADE 8 SIDE -WALKS 3000 F.S.I. AT 28 DAYS. 6. CONTRACTOR E FOR THE ADEQUACY OF FORMS AND ' st SAFE PRACT 7SE AND REMOVAL. CONTRACTOR 4 MINIMUM OF -i" -,a 100 PERCENT SHORED AND TWO FLOCRZ �6 .-RCLi: SHORED. R H I H F O R C T _G_S_T .L'. .„. .i (SHOP DRAWING REQUl 7) 1. TO BE NF74 uTNG TO AT '° .. SPECIF'- V ACC - PRACTICA ACEC IA: A.C.I. MANUAL OF STANDARD 2. COLUMN ,R^EMENT: DCH =+=' AND NUMBER AS V-LRTICALS ABOVE. 7 'AR DIAMET .HES, U.O.N. PROVIDE RIGI" 'OR DOWEL ;'ANDARD HOOKS FOR ALL VE'. _ NT AT NON- :U.O.N.). 3. A - AND W,' IN POSITI'i PUSc _ ,. ::NTO POSIT: Cr1 4 CONC2°` HERWISE ON DRA,r ,NGS TV _ - - - :NCHFS ',DE 1 L, 5. SLAB .. 1NG DIAGRAMS, ..-. ' R MINIMUM ,A SARS SPLICED ONL _ -....S SPLICED ONLY TOP BARS H rV7' . .. <' !L`.O.N. ). ALL -=�`Tr_.. _..., 6. A. .iT. .-_ RNER BARS BENT ,' TO PATCH AL ._. .... 7. RL-N- _ ._ :NLESS MARKED "TW (TOP BA::: 8. TRANSY :I. REIN; _. _.t:PAL RI-UNFORCEMENT PARALLEL TO CON- "' 3"ANS: $4 AT 12 _. ,'-OW LOW IN TOP. 9. THE C _70R SHALL INFORM _DAZZLER OF HIS PROPOSED REBAR _T P :! CONS-7, ' 7ENCES. ALL SUPPORT ITEMS Atli) I'iALL BE _. 1; AND PROVIDED. q ;. (SHOP DRAWINGS FOR REINFORC 'CS.T REQUIRED: CTOR .-. "..L PRCV- _. ...-. ,_.-... _.- ... -y. n'.US ': --NR_ ',.:; IS 16 INCH TV-r i:. A.'-D 2 /5 ..M '.._ ;flop. ADD < .. _ EACH .. -I;: .. _. .. _@ MUM BEARD _ . __.. ;.CH AND POCKS"' R4 TOP A- - IRCP - ' x _OP ANC - a'. . , . - F:S 0. C. EA'_-, GREATER SAME DER n - ,. _. REINFORCEM."-`: 1__. M A S O H H I Y E U y^ ,E (SHOP �- 1. MASONP. _ . .C. CHA _. A,F'1I37Y ..ND AS SHOWN ON PLANS. 4 VEF-T. bArzs 3 HAI2PIN @ EA• GC7L_.TIE .� . It It TYPE. "� 11 CO °.. "h,j TYPES NO St COr-tC. S.._N',B r �SI�v ,:- JC71NT 9 ;.. n 4 1, , TYF EA. I/8" SAlM ^tJT P,7 r-' �DINT �' FOUR FCC n DNC . SLAB _ 1 i t TYPICAL 1 STOP " IhJr. EA. JOINT" � E� ,LANT SIDE JOINT COMPOUND (MM 80) TOOLLJ JOINT 1/2" PRE-MOLDE17 F,J. ■ Ixl CLEAR / 1/21, / CON(d 1­14, +C` iI F.i ' P`e 1i`^IhI 1 1i [ F jL E Y N�:. C.• 5 T "Y I DOWELS SAM.. Fc ilAI i ITY ,a-r3 Yt ^ R E I INAF'. j t�SM HA ✓EA pg; pas €`„a-_�::. e_-ONIC 15,..A1B P p' n 01 Ell A� © it Q � Q I Q = _I I off'- d.a` 0 1 O Q I - 1 11 C 0 L. U M N 6 V H E D U L MARK TYPF I Z E IC'8 OR NF�' REMARKS �R�E,I f3 I 1 I mo)# rr vF - r G011� IFS C 14 O GONG_ " " 18 x IS (4)*'9 VERT. 1 11B 1, (3) �J GONc_ 14"x140 (4� 9 vF�E T. TYP''B" {' x 60GIDp51 vv ass Ttes Cs14 a•c, c U COA1c. 14''x14" (4)#'7 VEZT. \v/*3 TIES@ 14"o.c. a 11 I TYPI5 B DTL. 1'OI GONG. ally 1Co°xl(o' �r "oYEZT_ N sa Ti�'TIES@ 8 oG. i ryP� IfCu DTL. CONc. S x24 x38 3 6 Iles@ 8`o.c. n'M D DTL, U GONC • S"x 24 ; !o VE rT. �u/jiC-3 TIES @& $o O_c_ (� S VER.T. u \V #3TIB5 TE YP"E,I DTL. (S } �i CONC. SIx IV, -TYPE "B" DTL_ 0 112- 0° 161-011 1 to oil r� e! I IP 1�V�i �U.t> v4j* I WI Olhl(IT P THUL1 [ -0 (2) 11.40 I �' AI�'GH t i�G� TEA �IIN �OF ��`( �fOQF� G (OTG'tE►2 T+ _Z 4 �I ON P T pi KI -21-0 rl EI 16! O" 1 I r 1 a 1 o I , u I x I n 1 ❑ ` n l '1 " 1 U 1 u I u 1 u t II 2_II 8-8 2-11 :._ 11-4 2.11 S-8 2.I1 2_II 8.8 2_u 2-I+ 7-II v f l 6p Tel V"T PIC^. }/ 0 I- �- r WF _ 20 �_. __ I- _ L u • _ISI a'� �`.' - 1 �THWIIC.E.I.IE9= hLT @ w/O - I (V O t couT1�1., yplcnt� Q -T I�' __ © mom __T1-IIciG IE.G hLn'� G. UTIIJ. T1pIcL\L 1 0 I I I 0 ' 81 011 512It 1 8-p❑ S, ou Qf (� 3 0 IR IN COIJ C. FILLEO u.LL _ I I Ail ` O ®O 31 O O O L 7---- r - _ L _ _ 1 I r - ©, - I /,'�. - ~,- ., "t'o I d o `� 1 2.0 Q FttI,LLNtt I� _ LILL �J \ "U l id 1110 cNI 1 it e = 1 - _ - ' - t1.IGREA�LL_ T01NC ` - I C/ dyyd'' W YJ i rr '_ �T'"- TOPUF: E-4 ON I 11 g , 1t 15-5_6'I �_ L wKZo I 1._ I� 1 z� I I �` ; 1 r OrG I k c' o I ® 0 LL F20vIDE ITT YLQTJ6 'J I n 9u t u OOQ c Vuj I.IC I E til GO . F LL E71:OG ,a l t7 } LELLS. r pIGtNL c V I d-t ('I-4 tY7d �F. j�- V�ALL EAGW1. 91 D�OF 01�r-1a, I 2 T +L v", ';' _Y >�,_ ziW �7F;!c:4Ct1.l ETJ 5LA - F�7E.P N/C�I_L� .1 C`�} -- N � 11�5courl>J -art 1 f� �oorl tc� r + Talc EIr <� IA Yl 4 O O n "A 1� O - �` II-10_._-_ 4 2 {7 _. Q=2n I) 1011 1 q 1 u t u I U 1 n --- 1 4 12 5_) 11 _ n �_4 2 1 1 11 I 11 11 I' I -� -- 161,p11 16 on 15- t51.3n �u F-OUI._!DL\\T10IJ GROU1...1DFLOOP PLN� �CL�L� I/8u_ it p11 tK a I e .sr,rida A CLI,-ITIJR� PROFIOUNL PLL\ZL\ PORT `.:� LUCID_ FLORI(?L\ ASSOCIATES ARCHITECTS PLANNERS FORT PIERCE, FLORIOA A pEi I °I 8 W ' -i1 I % 1 1 !w . A* f x r µ � $ r i^s 1 N-11 1 I I K JOIN 7%1�7cL� 1 I 'l 1 _1 b . I R � �� I y, Y � yvf 1 f J I� °'✓ 7 `'+ t t "-'• �� �d {,� � � I � � - �' .. a,�>_'�4 � ..x�+�,.e>s+?.t¢�., _ � : ,ram °�fr` ��"!G� I�/ I � ��,��I i. f xlr P/ >; ' '.ir a :r5 - • rz R_ . �. I-v��i1.1 r a;:..rlN J01\(T - tii �ls ,r. a .101VT IN fr�,M Iy " T}.e co � r BOG • +=-� 1hr' /' G` i-, 'T.aI,E �; :_ Co Conic LAE I (,I �tf'% I L�DC7 VIA!, Y.0--O vDY. 1 0 I e PF ME E I 5T L\ I POOF SL Lit' S�nL E i8p - I1—OO TOP OF LL\ EL.+56-C�II I121.01t d 1I I ST IST 14 VO 4Tx5 1.0 OQC.t) L\?;),TyP -I i II I �a [oNc uNe+r - I...__ TO LOWMV T1L�1 RED -1 Y 8TF 1 I16T P, ISPT d to 8T _ _ 8T 6T 8 T 8 T I T- � ST5T 4T 4T I 15T 644 <5'• "�6 I i P7oT. r-T — (`1 O 12 ram— f 1L -� _ 1 Rg1 6T� KCAL : 116 TOP OF T�PICL,,L _�F 5L' OTE, I . 6" ICAL 2. VOTTOM MAT CO1J515T5 OF- k'F.4 C- 12" O,C• �_&CH W LL\y , ALL ADDED BOT. 2Eat 1. A5 SHOWNI - SMALL gp— #4 . 3, TOP MAT CONSISTS or- *4 P.EIIJ. UWLFSS ©TI4&"\JISE?. NOTED. I ay L , ! U r O HOOK- iZ =.1v. C r'. _"!NUOUS ENP". r-OR. BEAMS B•1�8.2, 8.3 � B•Cs • TOP /zf:rt� 's°�-D @ SUPFc-'a:..i ,(NoNGowimuc,> EN05) OR- f-XTENDED oaTc, ADJACENT 3fo,l. a G0.012DINA"f. BEAM REJN. WrrM FLAT PLATE, REIN. __L7 Cs. LI (.' -r J �rre LA +-°a'GE"'T W//�tIPPO�'f WHIGHr - "ER �."I1Lf- 0. o L 1 _ O _ 25 _a. o.2s o s I I LI • cl. LOvc, cae+e _y • , > e �i vwrry q0' arz K TYP LAP': ". 0 LLVR%l r 1; 4L ✓/Vrjv E t o r TYPIc 1n44T 4v9A D rJOTToM RE-JNFClw, . I OWMV cAP1TnL I H— PAN GP � 0 N C R E T °`' B E A M. S C M E D U L E i !�;{a1ZE: R�ENFORCING � 3 TIEStU.O.N.1 'y AR K IY�p `P OF- ....-,_...._,_�, T REMARKS k�Ir-.'�xM ( W ¢ L f,9 1 E TOP C I I SPACING EACH END " ,•�-i .� ..._ _ 2ii? 1 #� 2#5, a $ ac. '.+� INTO RS•;; ^Nf.Y. c-: ? -O" 12" 2, . 9z .T fi.L#q 12ic5. 12 cv a") BAL. @6."O-C. RB•3 -�' o' 22" 2# i 2#4 251 RB4i2�►5 CoC�4", BAL.Cc�b"a.c. 2e.. h 2#5 ;; VIC. RE-7 48' O" 8° 1 22' c @ 8" o.e. M C2i BoT. LP.YERS. IZB-6 Sid-C' 8" I t4' !2 @ 12"0.c. I f ' I B I 12" 22" 3#? 3#7 " B•2 I + 12` 22 2#6 2#4 1*5 B 4 1211 22" 3, 1#8 "2lts @ V. o. c . n 1) u u o c 12 22 3 8 10 ro SAt_ @ , B•5 @ � 8 B •% 811 22It i 1 ' 5•9 IV, vz 3*9 B#7 2•6 8[d4", BAt_.IS 8" 5-10 AT STALL, al 12., 2#6 e4ea - LANDIN4S @ 411 O.c I. NEE %iTFRIGT'URLroL LAV�J Au.. QUAvT1rIC'4i'llzFH A,.tv DI�Pov 7 OF- W% OF --OWMV "Ir 171P WIT " "rri'i F'HFjey IV F=&CH 1711?- _.�. IV "LL A.DDL"A MTT M. -:`'cKlv4 ��' L-1 QP AT THF- e0WM,. ' ` .. _ "r_UM Ili Pr--k'l PHOL ' <. G 1 rI •to • ♦• a .... ,•:. i -- _, i !. REPEAT REINF „"--'061 `, E DIRECTION n , >jICUL. c. Y S N S v � Ty ./ r �F -} AFio1a_ J'4L E%h hs,. v�!v 2 tic^,,,.. _ x :.i• +. - 1 �i I x .--� t•--T r, z rz.... r-I {, i— .•" ! " :a l 2"10 D R 4 TN _ F L IZ v � 1/QI1, I1J ^M Tom M SLb,E5 : 2"� FL00, _ . 00 EL.+ 24 4° Tla r_L,..+ ``G.2.1 T PI FLOOR 5LL\D 1. 6" COQC. 5LL\p _TYP►ca.L_. 2. DOT TOM M LET CONSISTS OF �4t�410" ®.c.EA_WAY LAP 20"IP004 hT 1 C)Q-COQTIQ. EQ0t2 ALL. ADDED BOT, REiW. AS SHOWN -SHALL BE4S. 3. COL. STRJP TOP RL-IN. CONSISTS OF*6 z=FARS AS SNO\VN. ADD #4G)ic"o•c. EA\\/AY TOP AT ALL CAL. STRIPS GOWTINVoUS. MIDDLE STRIP TOP RE.IM, CONSISTS OF *: 4 MBA2S UMLESS OTHER\VISE NOTED_ u'ei e, corgi gaDir ;, f4nrid� GEIJTUPy PPOFE.5510QNL PL&ZZN j PORT 5T_ LUCIE FLOt2l'JL-, A tvCHITECTS PLANNERS FORT PIERCE, FLORIOA /� 'C,3 ems, _ Pt2EcL�,5T COF-1c, cope a �! O 0 0 _1 9 i + c I p �. � ' Fes' � � >� I��t !"r t"' fi 'E✓ '. 'To c.v;. ro _ 1 OF r.,t::% I _ � 0 0 - II -O O ,a -O y211EXh.JOIQT 0/-vT_L �-�- O CQh1C. FTG.,S�E t- roQtz, COL.FiG.,9LE r� -FoutJa, p�2wG—��Trzuc. p¢cwlu�5 t C T '/4 _o l t n • a 1.: ,� 0 I h� � >,r: > 7 d =0 O I O i Q � S T r' Q 1 I O N 1 O O O -I CID 0 I "moo QC, 5Lt\P� W� 6xro-1"flo i #5 CO 1T 1! !, t �• 4"60lJC. 5LL�e) W j 6 xro!olto W.W.F. Otil WELL COk OACT�4 fL�— N— '' f W.W.F. OkI WF-LL COMPf\CTE-D e FILL $�91C&L TWIG�EtJED ALL 8u I C�1 8° I FILL �YVL�It FTCy P.IOfZ i 1�__W�LL wl I5 co6WITlfit. Fo/oLv :v2 &. - _- c a I COL. = — — _SouTN WLiLL + I CT1GQ T1OICE 2 5ECT10Ij I 3,a°=�'--�,° S•3 .,., _ , �.3 pia"=I+_o„ -3 �� - OCIATESOCT, 14 oc [-IJTUQy PRO FE5510QAL P LLZL A PLANNERS � C I �,, ang+veers 4 POgT 5T. LUCIE FLORlD _2 coral gables, flortda FORT - r . �,C-1..'Ni ✓�'?i7i"I *.;..; ' tliEM'�I Tt �y';5�-\ rT. `.z'2 FOR — z,u- c.nl.ic,FILL �.-.. - P12E_Ci 5t u Nc. o P1UG _ GAULK E)UTy L P1hGKF_Z= Wn GROUT t\LL /— � G0 1T. E:9T, - KOD nLL JOf�Jj`a _ f/ EI) L:I5 e 2" 0 C. n� 5�IOY7t� ELEv.}TCB #4 c 12O,C.Z-&LL� -0 h 5 r1P' _5EE �1-IT, -2 Fo_ • � ,. :. '•� ., " I'I � 1 � PJLCC P✓! ;7Ct-, w_IIII L�.��4; ---', � - ��.. I ' 1. ds' Z O O F` 1�2 L L,,. rZ U % f " - / II _W F� C 0 Po N, - \ ° 1 LLV. + I/ L5211 PtZEGnST G IJCS2ETE 5EE vET'i ELE nT t OPJ - SPsc'� 1 try- 4, i, ,Vi -L Rov r = I d 1 / ♦ - 5LF 5'1AT ,t�Z For-; �LcorZ- �l_i�aF REII..,F. Jk.%YA I /CIIEtJtttE }1 1 SILL VJ( 2�4 �A� AI 3 FLOOR I POUT nLL vLRT__ _ LE_ . +24.4 \N � � ' i I L.. " •, ,--; O W u _ I t0 l9 ------s-_------u--•. _: r------� -"e'-e I � � -_. _� _ � ._ - _ , k U IL ��4°. %n° - - _ c i� 6 I�AI ° , 1 I �IA li c IJc. �INrEL vv( ,., co -- _ L 4 9 '�nESe I �y'�l�- --• � � 1 1�-,. I.21i O.C. Ty(�ICL�L: �'2 d7 N IIT -2 F Q 1=L001L Ct \_ z tic. pLocK w/ p -3 LEINF, 13E� `,ICI-lE_Gi.JL�C. -. _t _ III 'J i-PG0 T2EiNF0r-7ci fG J _I O G o N �c0LU0i,- T PIGnL IRECn5T _ �I f -` ,�.P NEL n C1lOtZL� �Y 4"K4'" 8' TL.I- O olt� o a �o fiPJCL1012 EnCN; c STUxt I„ 5 c lr - c'olJc � 4.p ST=E PVF_ &e T Coll ECTIOQ h10TE. _ wf4aEv 1{D1E7.__ �- .._.�. - WEL r I li I A L U M Gi-i AN AIEk- V—tA4--- ps.lNT ro Marc,Fl ,ram}_ I 8 4 14 I 2u FLOOR L- L v_ + 12'-you - -- _----8---•�----�----a---a-- �-sue � ��_ .m.�. = TEFL Fa�zCf 999 of - oNTr.�.c.T0:h I I = SECT 10lj �A 8 Precast Concrete Connection Note Precast concrete supplier shall provide engineering calculations for all components of _ rt5ecast cone. panel and its connection, together with shop drawings, signed and sealed l9 • _ A by a Flo. ida Registered Engineer. The minimum connection steel angles cast in beams N 1 u as shown on sections shall be designed by the precast supplier's engineer and — - increased if required. O n —STUCCO -TMITED TLM9 �LR'.zs CAu LIG JCIQT� -- 1ROU.Iv WIWOav S 12 SXF,J01QT 0jbT LLDDEIP cnuLPG JoiLtT� 1 u I. - MM T yt OUu� FLOOR 1 it I. �,1--• .:� II �771 1'y' i'l l tEV + O—O�� s—.—^^—_ —�...— �;� O• / -: _... r..� : _ _ PV _ 1l4 %40.G:Yf-- - �� �'.1 1--- -- � `�' O,C.YLeu;� �LQOrz Lll.1� ,4 Q L10R. °� � aL MN OF u I -� .� _ t QAT 4 r r i I.loi�: - `� �I 0 % 1: [.r'J0.V I � L�P.IT4-I-I�t7R0. TLI.=,p- }� G7' — LGF FTC., y:_. i.fi �?-, 'G 4=E. I.T IM' � O GONG.MiX-AS R- R� P7�- , ktry �"......_..__ _ tJFK2. LOLL P4T'NQIL� - ni2`SaTcchT; 1.ALL 4' p `` GOA, aL d" d\LL5¢FjG n 34 L I-: - _ 4 PIT,w .' Ltd, FILL W( L.QTi - ly -� p %4 P2E Ayj PL\QLLS._ I II I 1 T P I L\`JT �'' DE,TLM L � r V �A-(- �� r � 1��� � f17 7. RooF ELEV.+ 46- 4TN ELE ow I i -ri-I'COLIC.SL Z? W/ ro 6_1' Vt.W;F. ON V LLL , O!,IAnb 'FILL. II 0 _2 � O y �I coNC. COL, FTG-_SEA.-- vF�IJ61D. DrznWVI.1G COI:,C e)-OG14 W/I1o121XQ 1T4\L vVL*I. G e 16"0.G. -Tyr V n l_ _ . ' C TILE FLOOR --..�12"EXPL�tIOIDI.l JOII-Ir �j � MC�TEC21 CAL i._'. _ I �T CONC.1=00TIP.1G , 5et= /FoLjQv. pl2t�WfNGS. T1 xx Iawrence i. - RiE ins engineers L1TURy PROF'S510l.1t�L PLNZ nRcHITEc ^..suiting 'c>(ZT 9T. LUCIF- FLOt2i ,oral r. as, tloriB2 - E pv!gEn(ki INT I cf4`I f d !;: �. G.C2.M 2oOr-I�IG MEM��L\NE - P.T.KlOOD nLOCl6f-IG I_IGHrVJ. COQC12$7,77 ExTENDE_vGE. lW41I DEyG P,.; -:-. 7 Ih15ULL�w&LL LiQL. e-:170 orztoco�lc.w 1/2'�c.. ISO //JTLeI� "OF _ _ _..W _ o c c ra Er2E WcU�y ���ollao } 56'-611 - _ �� 5 d ' i'T'•-'-` * e.. s' _. .- '. r^- �. ., ..,, ._, _..- ,._. __ � _€., ...n-c w-w-3.,m.-^v _?,�' ^a .._-v w-^'- v --s� s-�._^r � - = s i ML�GI�V A'�tGH'O�J - ,.. n.` oe.. �C I L`�I/ll,ncnnr �TiIrcn _ _�: °l2 1Z I ui .7 7 . ',g .c0UWTE11 FLL15E#w TO IZLJW UW12LR 6L- , t 4 8 = ' r 5'T u c c 0 -_- ----------- — / II --T coPltic, w/ 2 4 couTl a 5 VL12TlCL�L VL�IZh e 48"O C- 11.1 COLIC. FI LLEt7 GELL`%i -=-�� i I (J i r +s A om' 4, T ll[ 1 {jptlptc'�iL t, i I�2 GL12 01� L- I C.La 1I I I I 11 I� M11'k, c0 01 T( ev f AC> TOP L;V LL PLLLJ (ROOF)_ 5TL>1 V411_ II oil h 1,� 1Dk�DI _ 12° IIII # I is 9 TIvMp. f o aL } ' 14 l 7 8� TopvOTr : I = rt of I I' �u Hr-221z1�'� q p I dOW�I2^17 _ rt% I OP I - m UQTELYJfr+vS I C I> I I-411 i trIrrEUO5E � v�.LV Czt6. "-FBI �U 1ZEl� IA__L 1I TI `l� I OPEb11 G I M �O RY OPLIG.N- �i 481't YVOYE. FLODR 11 f�yIRJDPJEi2 �, 2 A �, n_ LL�Ilp T 51 E. 7�. A* 2uo 3 rzo 4TN FLOOQ I7L�Q - 5TNI 12 a �Q° FLooR �L + 24 4 T'f� _ i I , %4"-I-oil71 2�Ir� FI p I I� A� -I I T FLOO 12 P!- ',,J - STLI R If 2 s4 Ik4 I V ra€u.L cl_ s vvrA" MOVN r� Rbil11- 0�IJ7 II 1 II IF SpEc`s — � I I - 1? � � I fA1 w fPk�IL _ —W II-�� <%ID� I;'=` •. .u` °JAIL V I 0 I II= « . __ I b WYOw7 (TTF461�I �I '�V I 3 I -III ro t �. w__i� _._ . �:� �. -_;I �, � .I � I I I I I _ � -�- _ 1�_,----*----- I .n; �..,e_ , - - - _- -- - -- •-- � - .' —R _ r l-zpPl'%O1T, _i i II 1 __'I ! \`-'I--_l �s�-._, �`vt� e......a„__,.._-._ :. ._.._, ..tam ,_. : - Ij�-- _ - oL V. i _ 1=�.. Q�I�/�l�U� _ N_ ' V� c iZ „4- — _ 1, 112�I �iLR , �'/ is - a_ —�.=- __._._- -;, z ,_. [ F I .T! .'-....:. b .� _ i ._ _ , $S-�?`! ! 'i '..- :. i / 11 .• METC,L 91PEr .: v,', I' 1,i .I . 1 d � 3 I �,:- ,, t- �. I O' „ B' I ac.Tr=m I I 8 3-� 1 k9: III SLh' E�l� co c. L v coL C. f' _ocK w/ { i I%2 0 Irz �0- ATM;I — A,n� 2 k 3 _ FLOOR PLL`\Q - 5TL\1R 1 Il -2 �/ - `1 c til E 1 L IJOIUGS _. °J IMP. F 1 70 Z - - - u_ , u SbES-UG,'D2L\R I� 5Trcco T I / ' ,�,`= I I 211 MAL I — I�al I 1 c /8" STu CO auZ)TIC&TIol.. SnT�,i, �EEhEG.f5.�."VQ/II'^ir W1� 41A0Fz0 1�II 4Qj II 10a- Z -- - - - I � .. ft5� T..r, _ i -- 9 „ 5 p Karl- aT�ra.a� IFtl.l I 1 a �' *5 e) IIJ cowr - -i _0 'J�i� dc.Tr--mr i'121'G Tr. E4,�IF - - ..... llkFi *"'C riF°'�.'t-- ;i r- ___- .^, _.-.----- _ _� !-7 i.. ��VAT�i O�L��1GY %1Ia1Nl LC2S1V I 1 '_1 �Y I'OC: -' -fi I. Ilk ._ a Jai I . , — ------ Lk-_e}' 10 T ell"= '-0 _ 4'_V p ! li i a.,a / g u �2ALUM.LOU ER - ,Ij t7Efl -� _ r1 - , _� I I I I TL. Typ IA FTII" 1 �� to jcr �- j/� S VOTT m1 3-2 s GI BG ^' Wr - Ii T- j Iz"c Lrc. �1� —p�?_'bm 1�Lc�cK w/ M_o 2 4 I I �;� �, • _ _ ,I II . I // � f7Tu cp�T 7 %� � t l 05 DL\12 lki GoLIC. tl I i': `4-� n ti uu'�r. ram, tii�' -. F LLF-V GLLL ` -Y� L y I P �I� R _ P (ZVF- OF O P L L� 1:1 5 L� I 1 1 � O T I , :z AC �j'M, Ir 10 all 4.1YH I©\mil _`l,ra - ' --- S � 4 -41' i o TlKr=�"w a I III ------- --- 6 7 Worn _ s I I ram. Ar �1 a C14 I 2kV. FL1'i�41 k aI r �-10ZiT .. 41 it I I I � I I , A 1 TH LOOCZ I�LC�+ : ':TAI R'�1' AT- JJl � 'I114"= I'- o 11 I i' I 1 6"coQc, e�LOCV- w1 NOCZ. WhLL 12EI lI.1F. yrVrlet�L VkoZhe 48"o-c N 16"O.C.,TYPIG�L �_ !-r.1`1LLED 2�LocK_. . _ ^ 4 6L trl ' a —_c_ F ,N Y, IS'-2" 1 Yo �x� � ram-- - %a'P ITT r dT M .Ae I B � � _._ IZ I� aT ".__.._ t7wl . Fv�z IvF, ALip PE-vc 01,1#1b RVEGLER _...�:,;IATES OCT. 141g85 CP_QTUQY PROFE55101-!LPL PLL\Z& wtCHITECTS PLANNERS 45607 PORT ter. LUCIL FLOfZIVrN, FORT. PIERCE, FLORICIA 5,'70F 5 T�M Ak Agam ML..� A. 11 LWl � Dj t4 Vwi- (tw 16 (1 'f F, 0 L rXi Sc T.) 1 S L r I �,y Pt p�. 611*4 (ft') t4 I cc -+HB -te L f0f 711'wL 11164 NOE, rJizw up V, pv6 I'Al, $11 ty Um \j I Lomru,\ Mw M""MT T T, r, 601L- 4 WA-5TF P!Ft roe (z A. 1 F4 w A, t t- te- t-- e k, v P- tz D C LL>Pw ,, Ll T --T JFKLEI--040NF- w I rz IN61 jzj W I ,t cow pLI ! f jjPPtsv- ajILMN r- v4j(Zj4Cj ej" It,4 aLej. ojZ \ O FOeIJVM I 'f Pt - Yc Z e- L A 4 V.- C, P ti m AIE 0. P L A, DO F I PAUL WELCH INIC. -"?'Cal Engineefin,-, iv' tCl GEWTURY F:7KOFE�55 10 WAL. PLAZA velf,4-T '15T. uclie pri. o 4 1 P 4, I RIEGLER MRR ASSO.Ca-AT'�I-la AR C ki T E 'TS A N E R S F a P T= LG i I D A SECTION 154 FIRE PROTECTION 154.0 General Provisions A. Requirements 1. The requirements of Division I apply to all work hereunder, special instructions regarding mechanical, plumbing and electrical trades shall apply to this section wherein applicable. B. C. Scope 1. Furnish all labor, materials and equipment and install sprinkler system specified herein. "= General 1. Install a complete sprinkler system in accordance with NFPA No. 13, 14, h 20 as published by the National Board of Fire Underwriter's, state, county and local requirements. 2. Prepare shop drawings and submit to proper fire underwriter's and local Fire Marshal and Architect for approval prior to commencement of installation. Install work in accordance with their approval. 3. Submit shop drawings to the Architect after approval by Fire Underwriter's and Fire Marshal. 4. Furnish and install all items required for a complete first class installation orthat are essential for the proper operation of the work indicated. 5. Do no cutting or patching of structural members without prior approval by the Architect. Where sleeves occur through concrete beams, provide the General Contractor with sleeves of correct sizes, prior to the pouring of the beams. Where chases occur in masonry wells, lay out accurately for the Masonry Contractor. Masonry Contractor shall cut chases. 6. Ail building areas receiving finish ceilings shall have chrome -plated sprinkler heads, or as otherwise specified, in the schedule on the plans. 7. Fire Department connection shall be "UL" labeled bronze type, bronze plate and shall be lettered "Auto Sprinkler." 8. The Contractor shall furnish and install sprinkler head cabinets to the Owner, complete with 24 heads and wrench, minimum, or as required by Code. 9. The Architect shall approve the location of main valves and sprinkler plans before fabrication. Each floor shall be provided with a separate valve. 10. Signs shall be provided for all control, drain, teat and alarm valves. Signs shall be minimum 10 gauge, aluminum algdized with 3M reflective skin, white lettering and bordered on red background. D. As -Built Drawings N6TF 2 (I11LE1) 14" CVVL 1. Furnish as -built drawings in accordance with Division 1 of the _ J Specifications. Fire Extinguishers of°RwL bN i- FrDM A64VE 1. General a. Provide fire extinguishers as indicated on plans and/or required by I inspecting agencies. 10# ABC Model minimum. 40 BC required for any kitchen area. Provide cabinets for all fire extinguishers of the type approved by Architect. F. Sprinkler Test Cabinets 1. Provide teat stations on sprinkler systems at each floor as required and j as shown on the plans. Provide access panels where shown. Access panels shall be aluminum, and shall match hose cabinets. Roof Manifold 1. Roof manifold shall be furnished andinstalled on roof for each stairway riser. i a. Roof manifold shall be bronze 2-1/2" x 2-1/2" x 4" .with approved LI II u has threads and bronze caps and chains. Provide pressure gauge. - Elkhart or equal. H. Sprinkler Test Station / 1. Provide Inspector test stations on sprinkler systems as required and as shown on the plans. Provide access panels where required or shown. Access panels shall be stainless steel unless otherwise indicated or �4�� 1 ri�E SPK.IN�I'.�� I21SEft tIE scheduled. GItY MAIN 5Y �It�SPIT-GoNtleA�iaw j. L Sprinkler System - - W/ T-NSTALEAttoAl P�Iz co37E 1=F�t�lREYIEN�5 Iz12oVl j? f_� -Milt PF P k1ARDWAI'-f OH ALL VALVE4 1. Provide complete system in accordance with NFPA-13. tiE jo P/A yYST�I�(• 2. System shall be designed to ordinary hazard standards unless otherwise noted on the plans. 'j 3. Pipe and Fittings: Pipe shall be welded and seamless,. black steel pipe f ASTM A-120 Schedule 10 for sizes 2-1/2" and larger and Schedule 40 for -.- sizes up thru 2% Fittings shall be cast iron or malleable. Approved mechanical couplings shall be permitted, such as those manufactured by Victauliq Gastrin Bacon or equal. All pipe ratings shall comply with the system working pressures. q ri 4. Valves: O.S. and Y valves shall be UL/FM listed Kennedy Figure 68, or e )- Nibco F-607-0 or equal. Check valves shall be UL/FM listed Kennedy, Crane, NIBCO 1W-900-W, or equal. Globe valves shall be OIL listed Crane, Walworth, or equal. c 5. Siamese Connection: Shall be 4" x 2-1/2" x 2-1/2", 'Y" type brass finish with brass caps and chains. Face plate shall read "Auto SPKR." Potter Roemer Model 201-A, Elkhart Brass or equal. 6. Water Flow Switch: Shell be double pole contact, Reeves Potter Electric, Notifier, or equal. Flow switches shall be wired by the Electrical Contractor, but adjusted by this contractor. 7. Alarm: Shall be single voltage type 120 volt AC outside type with guard. 8. Alarm Valve: Shall be Star Model "E,- Central Model "G" or equal, alarm b check type with dram. 9. Hangers h Supports: Ail sprinkler piping shall be substantially supported by approved galvanized steel hangers and supports as required in accordance with the NFPA No. 13. Hangers shall be adjustable type, Penn Industries or equal. 10. Drawings h Approvals: The drawings are intended as preliminary design drawings only for bidding purposes. The Contractor shall prepare find construction drawings and shall obtain all approvals required by all governing authorities prior to commencing any work. Contractor shall S meet with all approving authorities prior to bidding and shall ascertain k= all additional requirements of approving authorities. Include same in bid. f;. 11. Test of System: The system shall be fully flushed clean of any particles, etc. before final inspection and tests are made. Systen shall be v hydrostatically tested at 200 PSI for two hours for final i by authorities having jurisdiction. Contractor. shall make all t ..c red 1, ' as directed by the authorities having jurisdiction an' and shall beer all costs for some. Provide all hose required for tests. 12. Provide expansion fittings or bends for all sprinkler and sta p;pe piping as required to allow for expansion and contraction throughout the 4 :system. - 13. Provide indicating post on main valve on main service in accordance wi. requirements of Fire Marshal. g. Standpipes 1. Furnish and install complete standpipes and hose systems as shown on the plans and as called for herein. All work shall conform to the requirements of Bulletin NFPA #14 -'Standpipe and Hose Systems" as amended, and all State and IocaL-: :. codes, etc.,. having jurisdiction over the work. 3. Pipe .and Fittings: Pipe shall be ASTM A-120 black steel "Victaulicii or equal piping with approved fittings. Pipe shall be schedule 10 for sizes 2-1/2" and larger and Schedule 40 for sizes up to 211. 'l. 4. Valves: Shall be cast brass angle valves 2-1/2" F.S. 175 lb. WWP manufactured by Allenco, Elkhart or equal. 5. Cabinets shall be Elkhart Model HCS 3234 R flat with all aluminum construction with aluminum vertical duo panel door with glass on fire ,. extinguisher side of door. Cabinets shall be bronze color as approved by the Architect. Minimum 16 gauge door. 6. Provide expansion fittings or bends for all sprinkler and standpipe < piping as required to allow for expansion andcontraction throughout the system. 7. Tests: Complete system shall be hydrostatically. tested at 200 psi for two (2) hours after the system has been flushed to remove all foreign material. Contractor shall perform all tests required by the authorities =: having jurisdiction and shall bear all costs arising therefrom. S. Provide indicating post on main valve on main service in accordan l' with requirements. of Fire Marshal ry oMIT Testing 1. Provide all teats as required by approving authorities and Engineer. All manpower aril apparatus shall be supplied by Contractor including all hoses, gauges, nozzles, etc. M. Construction Standpipe - 1. If required, provide standpipe as required for fire protection during w construction as required by NFPA 14 and/or local requirements. N. Guarantee: Provide one year guarantee on all piping, valves, sprinkler head, etc. in accordance with Division I of the Specifications. Provide extended five-year guarantee/warranty on fire pump,, jockey pump and control panel/transfer switch. END OF SECTION �.1Cs PKeJIPE SfRINY-LCt<S Ito ALL- L%,/11 GolZlzlbal�s) -. J\AeAWe. oJg,CJK-L"714 Stdr-A6te io"OC, hs 5lloWt4. - -To SPF16. ALLIMACL PANHL C h iJ cSS Ta MATCH GIN G1 taLvw JI �^J I" uglom 5 I I YJ VGLo6E VALVE 1•I 03 I' 51GHT GLASS_ I' 0 0t, Jy & XTS VALVE FLOW 9WITC4 U Z'/La VALVE W/ IIoSa Gel TIE INTe cp~c, s PrAlu �1 �FIKE SPCIU KLER- QKE� ALL ALUM LA611.tEi -(K ECESSE o) Flfa E%TINALI-$HaF SECTIpN. IIA SPf;IN.K_LE_E_ 121SE_I' PETAIL L FILE-i) FO t ZIAHESE *I IZVaL DN, f.lott I la FS I.IotE 3 e U J �q"aWi- ou. fr"" �„ al ♦, U T U t �r U III ` u FFetA AP,�VG U TI /r./G cult �(�owE lc Alc _ AIc oTE C14,5 T& It , _„- II I 11 I 11 a II Z Fs- J SF FS05P 2„�--- ty - eP 4�0 a �~Note.} I-lorE9ZA/cALSNotE ELEV. SdoV PdVIP£MPo-CoelIELL arxdP�ICIIINoDtL_-IZ.,1 Yt1T1} FLOA+ coutl2,PICoVIDE GDVeI& Ove_r& PUMP 1711 PEr!- ELEV GeDE s ZN � nub®b KAI hl DN FKoM A1J, e011v. SJM P ly"+)<-a Pr9P FILLED �✓/ 3/q'I GKLiSHED. ILOctr-. W01r- St4lcL0 E L. t,&-1 GekU IP. CW fLI5LIZ.- )5P FD PROVIPE).CCESS pANL=L LAJ 1 LAY-111f �-Z 1V _ } >F, : SeIL 1, wA STE s i Ac Ic-- �dR Rv<L-5�1µoYE 2 - ! LAN -I LAV-I - 41, � ti/ENt STACK ,l w%2 { wL_I )Sr G'K M A6VuJ --j Fv t MECHANICAL NOTES - ALL WORK SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND LOCAL CODES, LAWS, REGULATIONS AND ORDINANCES AFFECTING THE WORK INCLUDING THE STANDARD BUILDING CODE, THE STANDARD PLUMBING CODE, THE STANDARD MECHANICAL CODE, NFPA, NFBU, A5HRAE, ASME, ASA AND ALL GOVERNMENTAL REQUIREMENTS IN FORCE AT THE TIME OF CONSTRUCTION. - COORDINATE WORK WITH OTHER TRADES. - VERIFY LOCATION OF ALL EXISTING AND/OR PROPOSED UTILITIES. - PROVIDE ALL DEWATERING IF REQUIRED FOR THE PROPER EXECUTION OF WORK. - PROTECT ALL WORK, FINISHED OR UNFINISHED, AGAINST DAMAGE FROM ANY CAUSE. DAMAGED OR INJURED MATERIALS, FIXTURES AND EQUIPMENT WILL BE REJECTED. - PROVIDE EXTRA DEEP TRAPS ON ALL FLOOR DRAINS AND PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS. PLUMBING FIXTURE SCHEDULE WC-1 AMERICAN STANDARD #2477.016 AFWAL WITH SLOAN ROYAL #110, CHURCH SEAT #9500 KNSSC AND ZURN FLOOR CARRIER. SET FLOOD LEVEL AT 15" ABOVE FINISH FLOOR. WC-2 HANDICAPPED UNIT SAME AS WC-1 EXCEPT THAT FLOOD LEVEL RIM IS TO BE SET AT 18" ABOVE FINISH FLOOR. LAV-1 AMERICAN STANDARD #D476.028 AQUAI_YN, DELTA 701 WITH GRID DRAIN BRASSCRAFT #51912ACP SUPPLY AND BRASSCRAFT 1-1/2" 17 GA. C.P. P-TRAY WITH C.O. FD ZURN #Z415 - 6" B NICKEL BRONZE WITH AUTOMATIC TRAP PRIMER. OF SUNROCK HCWC-8 BRONZETONE FINISH ON ALL EXPOSED SURFACES. NOTE: ALL WCIS AND LAVS TO BE "BONE" COLOR. �'�a-S GP1'LG S`�S TEirf SI-a CIVIL D1 ZAW1P-4C,S. M 4it FIILE DEPt• S1ANPPIPC 41"C12' t II/zt SP Xflj. 1C?�i� rV, SIAWIE,'iE pE DES'} A 1. 1,A 19 - I'1>t F,P VALVE CAD10C`1 All 21/1,ll /A SEC DETAIL-AeaH PwrTS - 4-6 10 iP SP e W11 -lfi)h7/ IS"DEEP.: ^SOUP Fart SJMP rdMP -. PIbcNAF-6,E-- - FI LL W/ i/,ta -4 rd,� HFt;, lzoL► sP 7 PLUMBING KEY SOIL E WASTE PIPING --V-- VENT PIPING VTR VENT THRU ROOF CLEAN OUT COLD WATER PIPING ---- HOT WATER PIPING -C- CONDENSATE PIPING SH P SHOWER TUB BATHTUB HB HOSE BIBB WC WATER CLOSET LAV LAVATORY (& f GATE VALVE 0SP - FAZE SPKINKLEV2 - FLHL:>ANtWFA-I PI.1A11"ic,M.(61KLl"AL1) FIrE sPIZINKL.EIz--slpEwAt-#N-Lc tt isP FIRE sP21 NI=LC- le--ar eici)41 *Lp--L ,I SPKINKLER-..f-11'INGI I n n [7 �3> J2/9 / I S PAUL WELCH INC. Mechanical . Electrical Engineering FT. P*"CE FL 3� RIEGLER OAR ASSOCIATES CEKITURY PROFE5SJONAL PLA-ZA r1.g'1=-"'AITECTS PLANNERS POt'T % LUGIE FLDK- IDA,. FORT PIERCE, FLORIOA IF V V oct. i�, 19a S 6S07 LM - I oF 4 4" v 4x }Iywe IyZ��J'I LAv. I ' r•D I 4" we L �L� LAV DF 1`D J� C- � Ll R /s-tLAv.I LAV. Fv DF� LAV �NotE I NotE I ��- l.J 2° t7 of it, /l+t Kbo Fy LL Nola 4— Al Uo1E 3� 111t I c sP I4t" In MATE 4, IiAtI.A2 n 1st n ,got r i r que o F 0 q"K D F OFI R60 F✓ Al, r---I.toTE Ir-k1(QIE�_.+ _ry sP t4 a-{ 5 . A& F5 SD I -µDYE 9- � /� �• FD —cw eISER- � Ado i PRovIDEAGGESS PANEL DF�SThGi�- LAJ•I LAv I'•Nc-ZISolL -tP � L 11 1 UotE I Lpv-I ldV I VEut st,6ct zn op,I2vorr IyZx --�_-_ M. F5 �" F.D StAuoPIPE RIsE2- Ia E LE V. I" e s P ` h ,-4i112'1z" c roar MA141 Fo LP. 4" P L VALVE zA6: •—'- ^' ,' tXPIGAL eA.FL. t, y Cgo- A sTA1(e wAY5) _ 3rcl F L c -4j' FD i7e`( S-tAutbelpe �- f�bR- F-IK¢ oePt• 11-1 E00WLY j: TYPICAL S-TA12--4I - ' 3 l Js �q ' 2M rL. SIRML='+E yFID.FL• FJCE'DEPI SYANpP�PE (DE —TAIL +415 P�t �i AlL 2-" Go►poi -A?E r'ISCrG- II•LSJLAtE, (\ Alr I N-U LAt tz- 2t1 lJ of i TYI,taA L. Ck ,6,/c d41-t A5ov5 cLy. -tY P IGA t- ,I> �P STA12 dk1 F.P. VALVE eA611.1 Et W/ ZI/i' Mel EA FL. . �- �� g.. t I� SEE AF N, bvf.&I Foe 17E1AIL Move{ o AF• �' 15eoilu,N� JP to 4I IZA09. TD Pot-to"..I TYPICAL I I W G FLOO12^ PLAN C2 ' � na . _ ,r, �t.oexs , a w 1=Iiz P, spx.IIJie-Lrv.s Vs1 i. SIHIL to I"t FL IZAIt-I 4VA1t=_IL LEAt7LrG Dowy F-4,pt,4 - _. 2ooF DKAlt4 ot.t (LOOP I edij.A6\/, ctILI+JEi 4114 FLbo1K AtJu DoWPI A-' LoGhttog sI4DWW- 2'ILI i.jotE 2 IZUu 4" IZ,vL -to SLPcn. Est TJRwt L11" IN I?¢AI+4Xkg SWALE 01 -ry IULEt- S15E: SltE PLAI.L-SE-I. WoTE P26./I.DE 4" StAHPf'IPE 1215EK., VALI/P GAB. �. Zlle" FP VA. SIMILAC -to STAIIZ *1 IZ-IS6R-• 1YPICAL Pe I- ALL FL001Iz6• ALS6 PROVIDE. SPRI441-LEt2 Tr-,t St/ j0 11 .„2::.. 2 (4f I?J4 GoFIDEl45At6 PKAIW F-IzoN1 CAaN A/c 11111'C to LOCATI6K '�l}owM At-IG EUlL f�15E2 L7oA/I.6: T Ii.L WALL - SE.E fLISLI� �?��AI;L. T<!L's .SIdC. ' We Lx LA./ V LAV lu . LtL,.�l to }I g'4 �joKtF) - 21/d `wy Y6 J SDLItI-I . `l�i''CvJ SUPPL'( D0M �STIC PAUL WELCH INC. Mechanical . Electrical Engineering n_ru.c, " n.eo 31 1 2U4.1 o Lj t To SIII StoI-M \//kTC1- r-EtElJjloW A V-P-A. TYPi GAL A/c GOF r k? i � � � rk O R R ASSOCIATE S CE14TURY PFZ0FE5510NAL PLAZA 4q F, ZHITECTS PLANNERS po V-i ` L IJCI E FL(D r-I P.& rn- 'RCE, FLORIDA n n ^A [� 12/9f e e. 9 V V V a ` 1 DFM t' SAD a"d P 100 GPM L Uultb kl„+ S"�a�. LID v_ ; 0 :1 sap W fl Fp lap CFM mot- 2r -t .a r 3eo GF14 ---TYR Fa1L 4 �p K of 354 513 GFN / 8'Id+FAI FAI ¢FA Fp ItAsl ;IZAr, 24r Yf(ZACIFD Io iiWAW/ ILFTER- SAD ca"�, "¢ .. •.,,r "�. .r v.�,»�..n` -. Joe 'I'll 11 OkALV. I��r6P t1 odo to R/A w/ vD.Tv✓%%(ZIXSAp 0 ` Ioo a" F IeDCfM IOD aPn 5/A IAD CFN 14"f lo" -._ _ .�> n d o �— (G )l F/aI LouVE rL vo ( _) FI+ '/A tP _. _._-._ Yv/ flli ER (ALu lZAW LI III FI FAI vp �♦JI T .i lk ell L I F- 34 {IZ s/A �Li17�16! 1 !� 2kW 2eNEat .SAD IA S.� 1$oC F1n. {jAp �1rS.GFM. �I. 1 12"f 4 (DIIt IZn SAD I�IIFIZ" lee aFH I 'r $"d s/A ii iSA,EXH x� Soo cF1"1.LKN- 1 ` LOUVER-(r LtJM). j `) Y • 1(0Nf 8 M- rt WALL �}"¢ I011 I 1 _ E. F. I µ G LG�, f I 6mo c.FM I£AG oa t SAb + ~ - 315 t'-FM• �� e _ !• 'u a � �•—IG'If8° EKH.LoJVEC-CALLIM) Dool ! --IN WALL - 300 l LLl IN SAo „ WAILL Far,ELEJ, NAc H. 3, 250GFM gl-1�_ j � �—� 1'Opi.A EKHJ.us"C, goo �FVA_ SADF_L 2S.a c FAH .V j 1-. - - z f49- �- LZ'I� lo'I E LEV, 411lliil A,. Pill 4/A, Slit So c.FMfFp FD I ELeV. ' fSAv MACH -too cFN. ' 3 wny LOOK HVAC FL NOTE: PROVIDE FIRE SMOKE DETECTORS IN ALL HVAC UNIT DUCTWORK WITH AUTOMATIC SHUTDOWN OF UNITS AS REQUIRED UNDER SECTION 515 OF THE "STANDARD MECHANICAL CODE" AND PROVIDE TEST STATION AT EACH UNIT LOCATION. MANUAL RESET BUTTON REQUIRED. SEE F/A SPECS.'— ccev-I Da fL "U IJR lis otJLY . ` ZA"-��-�-'F• SUPPLY DUCT WORjt� RETURNDUCTWORKROUND RIGID DUCtUIfUUUU'JVL FLEXIBLE DUCTWOjS/A SUPPLY AIR K/A RETURN AIR SAD SUPPLY AIR DI FF5AK S/A REGISTER KAr- RETURN AIR REGISTER KA`61 R/A GRILLE TV TURNING VANES GFM .CUBIC FEET PER MINUTE F''''AI FRESH .AIR INTAKE db� DIAMETER/SQUARE T THERMOSTAT °L = `lel E F E XHAUST FAN VD VOLUME DAMPER D G DOOR GRILLE FD fjRE—J)AMPER 0 0 PAUL 1N'ILLCH INC. Mechanical . Electrical Engineeri m ". PIERCE, I'L 33450 CENTURY PP2OFE5510NAL PLl Po r-T ST L.UG I E FLOP-1 DA . ELER ORR ASSOCIATES .PiCHITEC i PLANNERS FORT PIERCE, FLORIDA 5507 M3oF4 I(si1l* 0' rAI ALOW L-DLIv/EF_ w/ FI L I CIL SiRF--22oCFi�1 TY-r F6F g a� 1 8"gyp - t''r 14°f bn s/A �Al DUB j' f J lro''r li "d' s/A dK1T#A,L,A,,A+ 50Dtwo TYPICAL 0 IZ"Y6i eI AW, 25ocFM �� SAD PIA I 300 [ FM I (Tyr. FeR.l g q 256 '=FM I , IA 1 , 0 4e1�.11611>, Io _ 2oocFM Ubut$7, rUKITC7. UMT tit IZ°<S'ICIAL,/ JD '13 1 i C-5 Da I - FAI Duct PA � 4 J RACE o �� }R�All � � � .'� KA/.1 �t _ �g"} FAI _ F 4 '✓moo _—.. `_',�_ V/ vv ... 1 �q - StE - " uG , 1 LoJ/Ett w1FIL7Gx Srtv �nb s/A ' SA D Y G A IS/A� F Vo leo OFI4 IeocFM /�`-1 lJ `..: SAD IZA61 IoO�FM-; I?ACI (- &�Ioo GFM 1O'f°oN ej,( s/A IIµIT>kF2 vo rUN1T� 61Z2 ia?f � F� +) la''s IDd I H3 4,,s SAD 4 �4 /A H4 A 2Se rsM 375CFM SAD IZAy I gnA. I�I°o'�12" i „ „ I'iO Gf'M �• <:¢�j.-. 4.'g' -- J' Y I(oxlL r T 5/A it U w � n E x ".. z/a14 S%A is ail` w UNIt ZL— $y� � Soo aGM ZSD Goo cFM. Ex14. LoOVEK (ALUM) Wits" 114 WALL I oif 12" i ZAW 8i� MAP- rA" III. 14"41211 - x T uq'� Glrq- Soo CFM EACH 75 C FMB g/A IeocFM y SAD pur, ` �AG°,c g" rAI LouVER- 1WAYFM. { � W1 pI LYEIz (ALdM) ^ZAOGFM " � to yAly. MttAL. FAI DLIC1 10 91A W1 �(o L, Sao 4 b b DA"FEit. . 25a c FNJ IS/AID'i-ltI SAD 3eo c FM HVAC F LOO R to �g 5AD 3/A ZoocW 3, WAY— r, I— 5 HVAC SCHEDULES HVAC Units shall be Trans, Carrier, Weatherking or approved equal in accordance with the following schedule. Weatherking unit numbers are listed unless otherwise noted. Unit ff Model # SEER CFM Voltage Heat Al SF836/AH68 - Horizontal 8.5 1200 120/208V - 1 7.5KW A2' A3' A SF842/AH68 - Horizontal 8.7 1400 120/208V - 1 7.5KW 61' 62' B3' 84 SF818/AH65 - Horizontal 8.5 600 120/208V - 1 5KW C11 C2' C3' C4 SF818/AH65 - Horizontal 8.5 600 120/208V - 1 5KW D1, D2' D3' D4 SF830/AH65 - Horizontal 8.5 1000 120/208V - 1 5KW E1, E2' E3' E4 SF836/AH68 - Horizontal 8.5 1200 120/208V - 1 7.5KW F1, F2' F3' F4 SF842/AH68 - Horizontal 8.7 1400 120/208V - 1 7.5KW G1 SF836/AH68 - Horizontal 8.5 1200 120/208V - 1 7.5KW G2' G3' G4 SF848/AH68 - Horizontal 8.5 1500 120/208V - 1 10KW H2' H3' H4 SFC 812/AH65- Horizontal 8.4 400 120/208V - 1 3KW L1 SF860/AH68 - Vertical* 8.5 2000 120/208V - 1 10KW L2' L3' L4 SF848/AH68 - Horizontal 8.5 1600 1201208V - 1 10KW *Mount on Plenum Box for return air. Provide auxiliary drain pan with float switch under all horizontal units. Provide thermostat - Robert Shaw f/CM260A for tenant area units and Honeywell #T874 with locking cover for corridor units. Reheats - #CM260A, with locking cover. Refer to Architectural Sections for ceiling height restrictions - all equipmet shall fit In the snare nrnviAeA_ Registers/Grilles/Difusers shall be Metal Aire or equal - all aluminum construcion. SAR's shall be slotted type where shown on plans series 6050, Model A with pattern r` and volume control. SAD's in corridors and public areas shall be series 5000, //M-1, 5-4, D-5, 9" x 9". SAD's in tenant areas shall be Model //LS4D - 12" x 12" (up to 250 CFM); 14"x 14" (300 to 400 CFM) and LS3D 12" x 12" for 3-way units. SAD's in Men's and Women's areas shall be series 5000 #M-1, R1L, D-5, 9" x 18". Exhaust registers shall be 1/RHD. , RAG's shall be #CC-5FB-TB - 24" x 24", mounted in T-bar lay -in ceiling with 1" T/A filter, except for unit L1 - mount in wall 6" above floor to bottom - Modl #RHF. Run refrigerant lines in corridor wall up to respective condensing unit on roof - Provide pitch pans for roof penetration at each unit. "a Provide condensate drains run to sump at building exterior. Paint all HVAC grilles/registers/diffusers to match ceiling/adjacent surface color subject to approval by Architect. Refer to Architectural Ceiling Plans A-3 of 10 for exact locations of all diffusers, grilles, .etc. Exhaust fans in mens and womens rooms shall be Breen "Losone" #363, 150 RPM, 120 volt, 165 watts, 300 CFM at 0.125 SP, 4.0 cones. PAUL WELCH INC. Mechanical * Electrical Engineerii " ME ACE, FL 334M 2 14TURY pROFE551014AL PL.A7A P';yii` S7 LgGI E FC Lr 1 D,4, I RIEG3LIFF7 OAR ASSOCIATES AR a..-1i C T S PLANNERS FORT PIERe` "''' FLORIDA OCT 14, 19SS 6507 M-4oF 4 3 3 3 3 S MA rLOOFItP VF-01LAt6R I6"- 7-4" (ALJM.) w w .� -tj F d b �1!Rp �1'RD K-eD F M /11-I 1 r -v 1 QQ C_� T ----i --;---T� A, A.3 s1 g�_; L�.� c1. LI A� 1 E1 eta Ft� �C3� C4 FPz F LHi I -\ Es E4 LI F1� Fz F3 LG J LG> G, G9 1+��L� R�- reetNa a+w11GPAN1<L- i uu Iis. pR6v1 ve Dlsc, i .swltcN pert tzAcu.(�YP. i FI�e vapl er-br' MANS rD Lop �enp-f P VEU`f { F C 5 FLEE � A,9-A I !F to kLE-j A t ELEJAtsjL ANSI a<be ra° K zt,1 f&-FTor Ve"11LAt oR- / IS"vc24" (ALJM) - ELEGT R,00F FL A N i/bI, = 1'_oa K0-tIE: I=6OF-tI, r Alc e: Mw v. LIN114 ;,,ICON-1eb oK 4",140 F-1 SLcEPcres ; PI1ct4 PAS-!4. L.4,A4L97 UN►ts, NUM*Vg-, e�FrF 1a ro jENANi SPAc t2 `Floo 1C. T'(rlCAL parr- 3G• PAUL WELCH INC. Mechanical . Electrical Engineeri J R v,ERCE li. J], 50 } A RIEGLER ORR ASSOCIATES EWTURy PRO FEC5451 WAL PLAZA ARCHITECTS PLANNERS �'* KT 15-t. Ldc' E r-LOk.! CAA. FORT PIERCE, FLORIDA am-s- IIott: s ALL L161kt FWTEIR.ES -fYPC "A" JWLE'SS 0rl4EV—w1SE tJ-oTVP!( TYPICAL ELECT KICAL CEILING PLA.K (Zn�, 51:d 4-t" FLooels, vglk PAUL WELCH INC. Mechanical . Electrical Engineering R. PIERCE. FL 33450 RIEGLER ORR ASSOCIATES CEt4TURY PROFE5510'I44L PL QUA ARCHITECTS PLANNERS POCT st. LUCI E FLOC1 PA FORT PIERCE, FLORIDA r r • � sr i� :, OCT, 14, 1905 8507 E 2DF 4 i • ) • ) ) h FP 4.1, TYI'IeAL rciizD fo rAcM- TrNiAILIT SPAcE LOAD c"Jar=- +6 64 31* 1 nw 4 'A u v I t•L 14Z" c. M ET Ia rL c1V-. fi 1- "a tEv—e- tz it 1 O OM O O M bco AM P 4w<,4 C?0O ` 00 FJ"cp, MAI 1'�ovJLF O0CI 980 O O E) 60o A P {F(� ci c) F Lkr-9 MAIN pA o pJ t_ ba.(IYP) — Hcre; OJIW ALL FEEDE25 N ti r0 QLSV[c T1 v6 d11114 FOP INtea 444 FLe<ts LI pEz- yL'aJNP AN.O ilr At rGsvrc-iNf: LocXjteN. �. 1 :`Lt 11-> nr 7 � Cwl RJus e r- 3c. -/LA16GN7/ C4t) - 'SSo A cM Tal,/PALLLWALLEL Ll el- ZSIZV16 a . 'to rr ( 2- c.u;a {o Imp -to PP. NIEtE2- ce/-1tae� - E L ECT KICAL Z - S j to NL ✓--- 229k ZleA C �Zs" �3r / It0 /1 o8Y--3+ I t•: 21li' c F2i T10�4 4*5, Wo1 E : KIWI ALL- UR-Oua" clCctJits -to LcAv GI!NtL`RS I" C-EILI44 - P� No1 QL1I.L IN FLOOR •-'r rp1GAL FOIL- ALL.-'eNANT AswAs, 6o R W po fL- ELECTRICAL FI RST 9u► vI PtINP - AbcGFIe° X ISVE fLINs,aI 1=— MAeH FLOOR PLAl4 u I/$ i - a 0 PAUL WELCH INC. Mechanical • Electrical Engineering FI PoERCE, iL 3].]O k15 E r44 L ELECTRICAL NOTES - ALL ELECTRICAL INSTALLATIONS AND EQUIMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.F.C. (NFPA NO. 70) AS AMENDED, AND ALL LOCAL do STATE CODES IN FORCE AT THE TIME OF CONSTRUCTION. - GROUND SYSTEM IN ACCORDANCE WITH ARTICLE 250 N.E.C. - SYSTEM VOLTAGE SHALL BE 120/208 VOLT, THREE AND SINGLE PHASE. - PANELBOARDS AND LOAD CENTERS SHALL BE SQUARE "D," ITE, OR APPCNC 'ED EQUAL. - ALL CONDUCTORS SHALL BE COPPER. - ALL MATERIAL SHALL BE U.L. APPROVED. - PROVIDE ALL NECESSARY PERMITS REQUIRED. - PROVIDE TEMPORARY SERVICE FOR USE BY ALL TRADES AS REQUIRED DURING CONSTRUCTION. - PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH PANELBOARD. - CONTRACTOR SHALL_ MAKE FINAL ARRANGEMENTS FOR TELEPHONE AND ELECTICAL SERVICE. VERIFY TRANSFORMER LOCATION AND SERVICE POINTS FOR ALL UTILITIES PRIOR TO BIDS. PANELt ♦�OLISE - iELiloµ-YI MAINS M. L.O. AMAIN BR TYf'L, `Q. ",,, le BUS BUS RAT NGi _ iw SN MOUNTING: LI RECESS SURFACE VOLTAGE. O ' KT. 40. 0 Ld AMPS DESCRIPTION CKT NO. JPOLdAMPS DESCRIPTION 1 ?P 1' etc t'`. z 1 1 Zo Lit 1, VecY115. 3 Zv 1 1` 5 9 _.-._.. 11 1 2r 12 20 -.. 13 15 1 11 14 2. 1 16 16 17 1 y. 1B Lv 19 1 2. 20 Zv 21 1 q. 22 24 1 1 2v io 23 q. 25 I Z• 26 ' 2y a7 �y __ 28 1, 'Lo l'F�P"1 - 6n s. 30 1 qr 31 Zv 32 I [u 33 1 20 34 to 35 to 136 37 1 1 1 jo eLfee., iS,lj PAc LS 38 1 7, SPAet 39 1 1 1 1- `-KAv r 40 1 Z, II PANEL: u011 .c - G GILD+ 4jL MAINS, D. M. L. D.�J4MAIN BR TYPE: 50. "D'' =TE BUS RA I G, ¢N MOUNTING: D RECESS SURFACE VOLTAGE: 1?� �eT. _ 'OLESAMPS DESCRIPTION CKT ND, F AMPS DESCRIPTION 90 A,lc. .-.mot-:v. (t I) 2 t Gv XIA 4a�w urA-1. 3 ? _ �I iE.z 4 2 40 It 11 tl L n I y b 2 Go p 11 II 7 2 =" P ° 1.4) Z Go t, n 1 7r, eL'nt,nt �.IL ;1 I a 3 II 15 1 2-c n p r 1 Zc 17 <1 - 3 _ = 1 3< �E PANEL%'tE j1 TYPICAL TEkAht MAINS r ($�M,L.O. UMAIN BR TYPE: SQ. I'D'' . I-rE - LOAp Cr-WtEr- bb" RAT7NGa MOUNTING: 13 RECESS 13 SURFACE Z1- 5/AcE VOLTAGE: KT. 0, '0 c AMP,, DESCRIPTION CKT NO, PO CAMPS DI- SCR IPTI01'4 1 1 I 1 1C-t LEc V"� 2 I G'D Licl •'; KE.- I, f 3 2 y 4 1 Zv 5 (y 6 D 7 To 8 1 LA 11 Z 3j A G C- P, 12 14 2 -4o h,14d liEXt :trIP 5Lw w ��yA crc 13-PA c_E 15 16 17 18 19 20 21 22 23 24 RIEGLER ORR ASSOCIATES CENTURY P�!OFE<5�E)10�JA.L F"LA 4 ARCHITECTS PLANNERS T c� F lJiti. ! FLOe_! Dt► FORT PIERCE, FLORIDA OF "T y.` I f l 3/�11G StJa luto >:A�++ -tE1JNiNt sfac� ®�.�. Z"a t>ores. A_ ■ �J r j11C "iIar, INtF 6� rI4i4AtgS?ZcLv(:�.i_,rj 151 Ft_o !tYF�. �(IzeJ• IP4. Rio. BELT SPEc4 4& AKlq Cl t--t— t -- GCI Lev �. J' FLU±= v�Me�o. 5eevkrz Po�u}. N .gd K-Y- TELF r--�40 i E P,l�� Furnish and install Fire Alarm System as indicated on the plans. Fire Alarm System shall be Kidde or Architect -approved equal as follows: Control Panel #KAS"00-8 with 4-amp power supply and battery back-up. Pull Station dB-5. Horn #FHS-104 with fI vh box and FG flush grille. Smoke Detector #GPD 7021 with Base #SB or with auxllhary contacts as required. Duct Detector #DH-21 with CPD 7021 and Remote #RCM 500 test station, for Lpl j' all corridor units all floors. I� III III Strobes in mens' and womens' rooms #VALSH with SFL plate. Obtain Fire Marshal approval and install system in accordance with his approval. a Fire Alarm Key OFire Alarm Pull Station L"J Fire Alarm Horn with Strobe �51 Fire Alarm Smoke Detector �rm) Fire Alarm Duct Detector C Fire Alarm Strobe F/A Fire Alarm �I- r,; E: , _'— LA N '�(si�hfi si�Al L bEAPPizo�LP �E N'�1�1zLL+okJi'}Elzlio� S�p,�16N , IL P ELECTRICAL K[Y WIRI 4 IN CONDUIT RUN ABOVE CEILING rrlii 114, CONDUH RUN iN FLOOR. OR. VVAU. p K=KEY OPERATED i[1s� ,I,t4CE OUTLET JRICAL PANEL 0i J1! < UU h_r I �i A1_L BRAG =1' T LIGHTING FIXTURE :HT f I,f: 1 "'PE Sh!AUND FAULI CTION E I' y THER PRO( OCK OP' < - PRUVIDE TC's AS REQUIRED I� Y i-HUNL UQTLEF LUNDUIT TO PHONE BD. P=PAY PHONE -F PAUL WELCH INC. anical . Electrical Engineering T L JC1 E. FLOC-1 P.4, FT "C ACE. FL 334] RIEGLER ■ ORR ASSOCIATES .ARCHITECTS PLANNERS FORT PIERCE, FLORIDA